CN104674985B - Non-dismantling die cast-in-place lightweight thermal insulation wall formboard, thermal insulation wall and construction method thereof - Google Patents
Non-dismantling die cast-in-place lightweight thermal insulation wall formboard, thermal insulation wall and construction method thereof Download PDFInfo
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- CN104674985B CN104674985B CN201510024994.5A CN201510024994A CN104674985B CN 104674985 B CN104674985 B CN 104674985B CN 201510024994 A CN201510024994 A CN 201510024994A CN 104674985 B CN104674985 B CN 104674985B
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Abstract
Disclosed are a non-dismantling die cast-in-place lightweight thermal insulation wall formboard, a thermal insulation wall and a construction method thereof. The formboard comprises an inner formboard unit, an outer formboard unit and opposite-drawing connectors connecting the formboard units; the inner formboard unit comprises a formboard frame, steel bar grid frames connected between inner circles of the formboard frame, steel bar clamps connected to the cross points of the steel bars of the steel bar grid frames and a formboard core filling the inner side of the formboard frame; the inner formboard unit and the outer formboard unit are the same in structure and are connected at two ends of the opposite-drawing connector symmetrically; the steel bar clamps of the inner formboard unit and outer formboard unit are corresponded horizontally and are connected through the opposite-drawing connectors. The thermal insulation wall is simple in structure, by means of the double-layer wall formboard, the wall thickness consistence is guaranteed, the strength performance requirements are met, the thermal insulation wall is convenient to construct, the matching bar, core column and tie beam arrangement procedures are omitted, construction cost is lowered, constructing efficiency is improved, and the formboard can widely applied to wall construction.
Description
Technical field
The present invention relates to a kind of wall form, body of wall and its construction method.
Background technology
In the recent period, a kind of form-stripping free cast-in-situ light insulating wall is occurred in that, main body is protected by body of wall main body, screed-coat and cracking resistance
Layer etc. constitute, body of wall main body by can not only be used for template can play again insulation effect warming plate and cast-in-place casting concrete casting-in and
Into wherein cast-in-place casting concrete is cast-in-place between inside and outside warming plate, and becomes an entirety with the adhering heat insulating plate of both sides；
Interior, warming plate needs opposing parallel setting and must reserve certain gap between the two and can pass through specific to drawing connector
Connect to ensure stablizing for the steadiness and gap length of two side templates in concrete placement.In this class form-stripping free cast-in-situ
In light insulating wall system, due to medial and lateral warming plate act also as template use, so its selection be determine this system into
The key point for losing.The template type being currently known is：Inner side calcium silicate board with microporous, outside rock wool-steel plywood, although this form assembly
The requirement of this system is can reach, but there is also weak point, after this form assembly is selected, be must be added in work progress
Arrangement of reinforcement simultaneously arranges stem stem and binder can just obtain meeting the body of wall of Wind-Pressure Resistance and shockproof requirements, but adds arrangement of reinforcement and arrange core
Post, the process of binder will expend substantial amounts of human and material resources, and work progress is more complicated, efficiency is low.
The content of the invention
It is an object of the invention to provide a kind of form-stripping free cast-in-situ light insulating wall template, heat-preserving wall and its construction party
Method, will solve the technical problem that existing wall construction is complicated, efficiency is low；And solve the problems, such as that reducing manpower and materials consumes.
For achieving the above object, the present invention is adopted the following technical scheme that：
A kind of form-stripping free cast-in-situ light insulating wall template, including inner template, exterior sheathing and to drawing two pieces of templates of connection
To drawing connector, the inner template includes Form board frame, the steel grid skeleton being connected between the inner ring of Form board frame, even
The reinforcing bar fastener and the template core body being filled on the inside of Form board frame being connected in steel grid skeleton at reinforcing bar crossover node, mould
The outer ring of plate core body is bonded to each other with the inner ring of Form board frame；The Form board frame and template core body are by glue powder polyphenyl particle
Thermal insulation mortar is poured and is formed, and wherein steel grid skeleton is cast in the inside of template core body, and reinforcing bar fastener is connected to crossover node
The one end at place is cast in the inside of template core body, the other end and is higher by template core surface；The structure of the exterior sheathing and inner template
Identical, and the two ends that are symmetrically connected to drawing connector, the reinforcing bar fastener on inner template and exterior sheathing is in the horizontal direction one by one
Correspondence；Described pair is drawn connector to be connected between the reinforcing bar fastener of offside.
The intensity of the adhesive polystyrene granule heat-insulating mortar is 0.05W/m K～0.07W/ more than 0.5Mpa, heat conductivity
m·K。
The inner template is plane, inner peripheral surface with the outer peripheral surface of the Form board frame of exterior sheathing and is stepped, interior
The inner peripheral surface of the template side relative with exterior sheathing is high.
The reinforcing bar fastener is the shape for being bent into approximate Contraband word by a metal batten, in midline position on its vertical portion
Be provided with connecting hole along axis direction, the connecting hole be strip hole, its two ends part aperture it is equal and less than mid portion
Aperture；The end of its upper transverse part is provided with upper draw-in groove together, and downward 90 degree of the termination of the ledge of upper draw-in groove is bent into hook, described
The bottom land of upper draw-in groove and the transition of ledge are arc, and its radian is consistent with the radian of longitudinal reinforcement；The termination of its inferior transverse part is from one
The edge of side starts to be provided with lower bayonet slot perpendicular to the side, and the bottom land of the lower bayonet slot is arc and radian and longitudinal reinforcement
Radian is consistent, and the center of circle of the center of circle of the bottom land of upper draw-in groove and the bottom land of lower bayonet slot is on the same axis.
Described pair is drawn connector to be elongated metal piece, and wide in the middle part of which, two ends head is symmetrical, and cervical region is recessed to axle center,
Shoulder is inclined.
The width of the head of described pair of drawing connector is less than the length of the connecting hole of reinforcing bar fastener, more than the company of reinforcing bar fastener
The width in hole is connect, the length of head is consistent with the spacing that reinforcing bar fastener is higher by template core surface；The width at the middle part is more than
The width of the connecting hole of reinforcing bar fastener；The width of the cervical region less than reinforcing bar fastener connecting hole width, the length of cervical region with
The consistency of thickness of reinforcing bar fastener connecting hole.
A kind of heat-preserving wall of the form-stripping free cast-in-situ light insulating wall template described in application claim, from the inside to the outside according to
It is secondary including inner template, casting concrete, exterior sheathing, screed-coat and anti-cracking protective layer, between inner template and exterior sheathing by draw
Connector connects, and the inner template includes Form board frame, the steel grid skeleton being connected between Form board frame, is connected to reinforcing bar
Reinforcing bar fastener and the template core body being filled on the inside of Form board frame in grid frame at reinforcing bar crossover node, the template side
Frame and template core body are to be poured to form by adhesive polystyrene granule heat-insulating mortar, and the termination of wherein steel grid skeleton is cast in mould
The inside of edges of boards frame, main body are cast in the inside of template core body, and reinforcing bar fastener is connected to the one end at crossover node and is cast in mould
In plate core body, portion, the other end are higher by template core surface；The exterior sheathing is identical with the structure of inner template, and inner template and external mold
Reinforcing bar fastener on plate is corresponded in the horizontal direction；Described pair is drawn connector to be connected between the reinforcing bar fastener of offside.
The screed-coat is formed by adhesive polystyrene granule heat-insulating mortar construction.
A kind of construction method of the inner template of form-stripping free cast-in-situ light insulating wall template as claimed in claim, specifically
Step is as follows：
Step one, sets up the formwork for placing of Form board frame.
Step 2, with adhesive polystyrene granule heat-insulating mortar as raw material formwork for placing frame.
Step 3, after Form board frame maintenance molding, connects steel grid skeleton and the reinforcing bar in steel grid skeleton is handed over
Connect reinforcing bar fastener at fork node.
Step 4, sets up the formwork for placing of template core body.
Step 5, with adhesive polystyrene granule heat-insulating mortar as raw material formwork for placing core body.
Step 6, after template core body maintains into type, you can complete the construction of early stage inner template, the construction method of exterior sheathing
It is identical with the construction method of inner template.
A kind of construction method of form-stripping free cast-in-situ light insulating wall as claimed in claim, comprises the following steps that：
Step one, one piece of inner template and one block of exterior sheathing be one group, it is opposing parallel be spaced apart, in per group of inside and outside template
Reinforcing bar fastener correspond on horizontal level, and by draw connector be connected between the reinforcing bar fastener of offside.
Step 2, in per group of inside and outside template between pour casting concrete.
Step 3, carries out construction of leveling blanket on the outside of exterior sheathing.
Step 4, on the outside of screed-coat carries out anti-cracking protective layer construction, so far, completes the construction of heat-preserving wall.
Compared with prior art the invention has the characteristics that and beneficial effect：
Instant invention overcomes conventional vacuum wall construction process is complicated, low construction efficiency shortcoming, reduction construction is solved
Difficulty, the technical problem for reducing manpower and materials input.
The present invention fully takes into account the importance of stencil-chosen in form-stripping free cast-in-situ light insulating wall system, in order to realize
Template deadweight is reduced, template construction difficulty is reduced, is accelerated the purposes such as speed of application, be specifically designed a kind of form-stripping free cast-in-situ lightweight
Heat-preserving wall template, is characterized in band steel grid skeleton itself, has following advantage compared to other kind of class template：
1st, Wind-Pressure Resistance and antidetonation are met by arrangement of reinforcement, setting stem stem or binder need not be added during wall construction
The body of wall of requirement, so as to reducing construction volume, accelerating speed of application.
2nd, connected to drawing to drawing connector to coordinate reinforcing bar fastener to be formed by special between wall form, mould can not only be made
Connection between plate is more firm, and causes wall form to form the effect of integration, further enhancing the Wind-Pressure Resistance of body of wall
Etc. performance, while also assures that the concordance of heat-preserving wall thickness and be conducive to the carrying out of later stage wall pouring construction.
3rd, using adhesive polystyrene granule heat-insulating mortar as the mould material of wall form, the glue powder polyphenyl particle for being used is protected
The intensity of warm sand is 0.06W/m K or so in more than 0.5Mpa, heat conductivity, can be greatly enhanced the overall insulation of body of wall, every
The performances such as sound.
4th, Form board frame and template core body are designed to the form of stepped combination, and connection is reliable, intensity is high.
The heat-insulating wall structure of the present invention is simple, two-layer wall template ensure that thickness of wall body concordance, while meeting
The strength character of heat-preserving wall is required, and the heat-preserving wall installation is convenient, is eliminated addition arrangement of reinforcement and is arranged stem stem, is
The operation of beam, effective reduction of erection time, reduction construction cost, raising efficiency of construction.
The composite can be widely applied to wall construction.
Description of the drawings
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is the structural representation of the form-stripping free cast-in-situ light insulating wall template of the present invention.
Fig. 2 is the connection of the Form board frame with steel grid skeleton of the form-stripping free cast-in-situ light insulating wall template of the present invention
Structural representation.
Fig. 3 is the connection of the reinforcing bar fastener with steel grid skeleton of the form-stripping free cast-in-situ light insulating wall template of the present invention
Structural representation.
Fig. 4 is the drawknot structural representation of the form-stripping free cast-in-situ light insulating wall template of the present invention.
Fig. 5 is the reinforcing bar fastener structural representation of the form-stripping free cast-in-situ light insulating wall template of the present invention.
Fig. 6 is the structure schematic front view to drawing connector of the form-stripping free cast-in-situ light insulating wall template of the present invention.
Fig. 7 is the structure schematic side view to drawing connector of the form-stripping free cast-in-situ light insulating wall template of the present invention.
Fig. 8 is the structural representation of the form-stripping free cast-in-situ light insulating wall of the present invention.
Reference：1- Form board frames, 2- steel grid skeletons, 3- template core bodys, 4- are to drawing connector, 4.1- heads
In the middle part of portion, 4.2-, 5- reinforcing bar fasteners, 5.1- vertical portions, 5.2- upper transverse parts, 5.3- inferior transverse parts, 6- inner templates, 7- pour coagulation
Soil, 8- exterior sheathings, 9- screed-coats, 10- anti-cracking protective layers, 11-U shape cards.
Specific embodiment
Embodiment is shown in Figure 4, this form-stripping free cast-in-situ light insulating wall template, including inner template, exterior sheathing with
And to drawing two pieces of templates of connection to drawing connector 4, shown in Figure 1, the inner template includes Form board frame 1, is connected to mould
Steel grid skeleton 2 between the inner ring of edges of boards frame, it is connected to the reinforcing bar fastener at reinforcing bar crossover node in steel grid skeleton 2
5 and the template core body 3 that is filled on the inside of Form board frame, the outer ring of template core body 3 is bonded to each other with the inner ring of Form board frame 1；
The Form board frame 1 and template core body 3 are to be poured to form by adhesive polystyrene granule heat-insulating mortar, and the glue powder polyphenyl particle is protected
The intensity of warm mortar is 0.05W/m K～0.07W/m K more than 0.5Mpa, heat conductivity；Wherein steel grid skeleton 2 is poured
In the inside of template core body 3, reinforcing bar fastener 5 is connected to the one end at crossover node and is cast in the inside of template core body 3, the other end
It is higher by template core surface；The exterior sheathing 8 is identical with the structure of inner template 6, and be symmetrically connected to drawing connector 4 two
End, inner template 6 are corresponded in the horizontal direction with the reinforcing bar fastener 5 on exterior sheathing 8；Described pair draw connector 4 be connected to it is right
Between the reinforcing bar fastener 5 of side.
The outer peripheral surface of the Form board frame 1 of the inner template 6 is plane, inner peripheral surface is stepped, and in the face of with
The relative side of exterior sheathing 8 is high, shown in Figure 2, and in this example, the inner ring of Form board frame 1 is step-like in two-stage, on each side inner ring
It is step surface that the face parallel with outer ring is face vertical with outer ring between end face, the end face of two-stage step, steel grid skeleton 2
Termination is connected on the step surface of Form board frame 1 by U-shaped card 11, and exterior sheathing is identical with the structure of inner template, and both are symmetrical to draw
It is connected on to drawing connector two ends, this ladder-type structure to ensure that Form board frame 1 is more reliable with the connection of template core body 3, and
And inside and outside template to draw connection when, while template core body is socketed also so that template core body more fit with Form board frame,
The inner ring of Form board frame 1, with reference to this example, can also be designed to multi-stage stairs shape by fastening, it is ensured that bonding strength and reliability,
Each step surface can connect a steel grid skeleton to increase the internal intensity of template.
Shown in Figure 3, the inner template, the specification of exterior sheathing are 1200mm × 600mm × 60mm：Wherein Form board frame
1 width 40mm, plays the moulding effect of fixed steel grid skeleton 2 and inner and outer template in inner and outer template forming process；Bar-mat reinforcement
Framework 2 is made up of two transverse steels, three longitudinal reinforcements, wherein transverse steel diameter 6mm, a length of 1120mm, and spacing is
320mm, the horizontal edge distance with adjacent Form board frame is 100mm；Longitudinal reinforcement diameter 6mm, a length of 52mm, spacing are 400mm,
The longitudinal reinforcement of both sides is 160mm with the vertical edge spacing of adjacent Form board frame；6 reinforcing bar fasteners 5 are articulated in transverse steel
With at the crossover node of longitudinal reinforcement and by steel wire lashing firmly, for connecting in work progress to drawing connector 4.
Shown in Figure 5, the reinforcing bar fastener 5 is the shape for being bent into approximate Contraband word by a metal batten, and which is vertical
Connecting hole is provided with midline position along axis direction in portion 5.1, the connecting hole is the part aperture phase at strip hole, its two ends
Deng and less than the aperture of mid portion；The end of its upper transverse part 5.2 is provided with upper draw-in groove together, and the termination of the ledge of upper draw-in groove is downward
90 degree are bent into hook, and the bottom land of the upper draw-in groove and the transition of ledge are arc, and its radian is consistent with the radian of longitudinal reinforcement；
The termination of its inferior transverse part 5.3 starts to be provided with lower bayonet slot perpendicular to the side from the edge of a side, and the bottom land of the lower bayonet slot is arc
Shape and radian is consistent with the radian of longitudinal reinforcement, the center of circle of the center of circle of the bottom land of upper draw-in groove and the bottom land of lower bayonet slot is in same axle
On line；The bottom land of the upper draw-in groove is L-shaped with ledge or takes the shape of the letter U, and when bottom land and the ledge of upper draw-in groove take the shape of the letter U, bottom land is
Arc.
Referring to shown in Fig. 6, Fig. 7, described pair is drawn connector 4 to be elongated metal piece, and in the middle part of which, 4.2 is wide, two ends head
4.1 is symmetrical, and cervical region 4.3 is recessed to axle center, and shoulder is inclined；The width of the head 4.1 of described pair of drawing connector 4 is less than reinforcing bar fastener
Connecting hole length, more than reinforcing bar fastener connecting hole width, the length of head 4.1 is higher by formwork core with reinforcing bar fastener 5
The spacing in body surface face is consistent；Width of the width at the middle part 4.2 more than the connecting hole of reinforcing bar fastener, the width of the cervical region 4.3
Width of the degree less than the connecting hole of reinforcing bar fastener, the length of cervical region and the consistency of thickness of reinforcing bar fastener connecting hole；It is described in this section
Length refer to that transversely each section in Fig. 4 of size, width longitudinally go up the size of each several part in referring to Fig. 4, during use, to draw connect
The head of fitting 4 from the connecting hole of reinforcing bar fastener parallel across, cervical region is placed in after the medium position of reinforcing bar fastener connecting hole
It is rotated by 90 °, now the head connection completed with reinforcing bar fastener vertical with connecting hole to drawing connector 4.
It is shown in Figure 8, a kind of heat-preserving wall using described form-stripping free cast-in-situ light insulating wall template, by it is interior extremely
It is outer to include inner template 6, casting concrete 7, exterior sheathing 8, screed-coat 9 and anti-cracking protective layer 10, inner template 6 and exterior sheathing 8 successively
Between by draw connector 4 connect, the screed-coat 9 by adhesive polystyrene granule heat-insulating mortar construction form.
It is shown in Figure 1, a kind of construction method of the inner template of the light insulating wall template of form-stripping free cast-in-situ as mentioned,
Comprise the following steps that：
Step one, sets up the formwork for placing of Form board frame 1.
Step 2, with adhesive polystyrene granule heat-insulating mortar as raw material formwork for placing frame 1.
Steel grid skeleton 2, after the maintenance molding of Form board frame 1, is connected with Form board frame 1 by step 3 using U-shaped card 11
Connect fixation, and connect reinforcing bar fastener 5 at the reinforcing bar crossbar contact of steel grid skeleton 2, and by steel wire by reinforcing bar fastener and
Steel grid skeleton colligation is fixed.
Step 4, sets up the formwork for placing of template core body 3.
Step 5, with adhesive polystyrene granule heat-insulating mortar as raw material formwork for placing core body 3.
Step 6, after the maintenance molding of template core body 3, you can complete the construction of early stage inner template 6, the construction of exterior sheathing 8
Method is identical with the construction method of inner template 6.
Referring to shown in Fig. 2, Fig. 6, a kind of construction method of the light insulating wall of form-stripping free cast-in-situ as mentioned, concrete steps
It is as follows：
Step one, one piece of inner template 6 and one block of exterior sheathing 8 be one group, it is symmetrical parallel be spaced apart, per group of inside and outside template
On reinforcing bar fastener 5 correspond on horizontal level, and by draw connector 4 be connected between the reinforcing bar fastener 5 of offside.
Step 7, in per group of inside and outside template between pour casting concrete 7.
Step 8, carries out screed-coat 9 in the outside of exterior sheathing 8 and constructs.
Step 9, carries out anti-cracking protective layer 10 in the outside of screed-coat 9 and constructs, so far, complete the construction of heat-preserving wall.
Claims (10)
1. a kind of form-stripping free cast-in-situ light insulating wall template, including inner template（6）, exterior sheathing（8）And to drawing two pieces of connection
Template to draw connector（4）, it is characterised in that：The inner template includes Form board frame（1）, be connected to the inner ring of Form board frame
Between steel grid skeleton（2）, be connected to steel grid skeleton（2）Reinforcing bar fastener at middle reinforcing bar crossover node（5）And
The template core body being filled on the inside of Form board frame（3）, template core body（3）Outer ring and Form board frame（1）Inner ring it is bonded to each other；
The Form board frame（1）With template core body（3）It is to be poured to form by adhesive polystyrene granule heat-insulating mortar, wherein steel grid bone
Frame（2）It is cast in template core body（3）Inside, reinforcing bar fastener（5）It is connected to the one end at crossover node and is cast in template core body
（3）Inside, the other end be higher by template core surface；The exterior sheathing（8）With inner template（6）Structure it is identical, and symmetrically connect
It is connected on to drawing connector（4）Two ends, inner template（6）With exterior sheathing（8）On reinforcing bar fastener（5）One a pair in the horizontal direction
Should；Described pair of drawing connector（4）It is connected to the reinforcing bar fastener of offside（5）Between.
2. form-stripping free cast-in-situ light insulating wall template according to claim 1, it is characterised in that：The adhesive polystyrene
The intensity of grain thermal insulation mortar is 0.05W/m K～0.07W/m K more than 0.5Mpa, heat conductivity.
3. form-stripping free cast-in-situ light insulating wall template according to claim 1, it is characterised in that：The inner template（6）
With exterior sheathing（8）Form board frame（1）Outer peripheral surface be plane, inner peripheral surface and be stepped, inner template（6）With external mold
Plate（8）The inner peripheral surface of relative side is high.
4. form-stripping free cast-in-situ light insulating wall template according to claim 1, it is characterised in that：The reinforcing bar fastener
（5）It is the shape for being bent into approximate Contraband word by a metal batten, its vertical portion（5.1）On in midline position along axis direction
Be provided with connecting hole, the connecting hole be strip hole, its two ends part aperture is equal and aperture less than mid portion；It is horizontal thereon
Portion（5.2）End be provided with together upper draw-in groove, downward 90 degree of the termination of the ledge of upper draw-in groove is bent into hook, the upper draw-in groove
The transition of bottom land and ledge is arc, and its radian is consistent with the radian of longitudinal reinforcement；Its inferior transverse part（5.3）Termination from a side
Edge start to be provided with lower bayonet slot perpendicular to the side, the bottom land of the lower bayonet slot is the radian of arc and radian and longitudinal reinforcement
Unanimously, the center of circle of the bottom land of the center of circle of the bottom land of upper draw-in groove and lower bayonet slot is on the same axis.
5. form-stripping free cast-in-situ light insulating wall template according to claim 3, it is characterised in that：Described pair of drawing connector
（4）It is elongated metal piece, in the middle part of which（4.2）It is wide, two ends head（4.1）Symmetrically, cervical region（4.3）It is recessed to axle center, shoulder
Incline.
6. form-stripping free cast-in-situ light insulating wall template according to claim 5, it is characterised in that：Described pair of drawing connector
（4）Head（4.1）Width less than reinforcing bar fastener connecting hole length, more than reinforcing bar fastener connecting hole width, head
Portion（4.1）Length and reinforcing bar fastener（5）The spacing for being higher by template core surface is consistent；The middle part（4.2）Width be more than
The width of the connecting hole of reinforcing bar fastener；The cervical region（4.3）Width less than reinforcing bar fastener connecting hole width, the length of cervical region
The consistency of thickness of degree and reinforcing bar fastener connecting hole.
7. the form-stripping free cast-in-situ of the form-stripping free cast-in-situ light insulating wall template described in a kind of application claim 1-6 any one
Light insulating wall, includes inner template from the inside to the outside successively（6）, casting concrete（7）, exterior sheathing（8）, screed-coat（9）With it is anti-
Split overcoat（10）, inner template（6）And exterior sheathing（8）Between by draw connector（4）Connection, it is characterised in that：In described
Template includes Form board frame（1）, the steel grid skeleton that is connected between Form board frame（2）, be connected to steel grid skeleton（2）
Reinforcing bar fastener at middle reinforcing bar crossover node（5）And the template core body being filled on the inside of Form board frame（3）, the Form board frame
（1）With template core body（3）It is to be poured to form by adhesive polystyrene granule heat-insulating mortar, wherein steel grid skeleton（2）Termination
It is cast in Form board frame（1）Inside, main body be cast in template core body（3）Inside, reinforcing bar fastener（5）It is connected to crossover node
The one end at place is cast in portion in formwork core body, the other end and is higher by template core surface；The exterior sheathing（8）With inner template（6）'s
Structure is identical, and inner template（6）With exterior sheathing（8）On reinforcing bar fastener（5）Correspond in the horizontal direction；The described pair of company of drawing
Fitting（4）It is connected to the reinforcing bar fastener of offside（5）Between.
8. form-stripping free cast-in-situ light insulating wall according to claim 7, it is characterised in that：The screed-coat（9）Be by
Adhesive polystyrene granule heat-insulating mortar construction.
9. a kind of construction of the inner template of the form-stripping free cast-in-situ light insulating wall template as described in claim 1-6 any one
Method, it is characterised in that comprise the following steps that：
Step one, sets up Form board frame（1）Formwork for placing；
Step 2, with adhesive polystyrene granule heat-insulating mortar as raw material formwork for placing frame（1）；
Step 3, treats Form board frame（1）After maintenance molding, connect steel grid skeleton（2）And in steel grid skeleton（2）Steel
Connect reinforcing bar fastener at muscle crossbar contact（5）；
Step 4, sets up template core body（3）Formwork for placing；
Step 5, with adhesive polystyrene granule heat-insulating mortar as raw material formwork for placing core body（3）；
Step 6, treats template core body（3）After maintenance molding, you can complete early stage inner template（6）Construction, exterior sheathing（8）Apply
Work method and inner template（6）Construction method it is identical.
10. a kind of construction method of the form-stripping free cast-in-situ light insulating wall as described in claim 7 or 8 any one, which is special
Levy and be, comprise the following steps that：
Step one, one piece of inner template（6）With one block of exterior sheathing（8）For one group, it is opposing parallel be spaced apart, per group of inside and outside template
On reinforcing bar fastener（5）Correspond on horizontal level, and by drawing connector（4）It is connected to the reinforcing bar fastener of offside
（5）Between；
Step 2, in per group of inside and outside template between pour casting concrete（7）；
Step 3, in exterior sheathing（8）Outside carry out screed-coat（9）Construction；
Step 4, in screed-coat（9）Outside carry out anti-cracking protective layer（10）Construction, so far, completes the construction of heat-preserving wall.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510024994.5A CN104674985B (en) | 2015-01-19 | 2015-01-19 | Non-dismantling die cast-in-place lightweight thermal insulation wall formboard, thermal insulation wall and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510024994.5A CN104674985B (en) | 2015-01-19 | 2015-01-19 | Non-dismantling die cast-in-place lightweight thermal insulation wall formboard, thermal insulation wall and construction method thereof |
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| Publication Number | Publication Date |
|---|---|
| CN104674985A CN104674985A (en) | 2015-06-03 |
| CN104674985B true CN104674985B (en) | 2017-03-22 |
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| CN201510024994.5A Active CN104674985B (en) | 2015-01-19 | 2015-01-19 | Non-dismantling die cast-in-place lightweight thermal insulation wall formboard, thermal insulation wall and construction method thereof |
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| CN105019593B (en) * | 2015-07-30 | 2016-11-30 | 山东万隆建材科技有限公司 | Building heat preservation prefabricated section and modular arrangement of reinforcement cast-in-place method construction method thereof |
| CN107304587A (en) * | 2016-04-22 | 2017-10-31 | 顾世章 | External mold fixture makes and installation method in a kind of substep cast-in-situ wall |
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| CN113006481A (en) * | 2021-03-29 | 2021-06-22 | 新乡市达威智能门窗实用技术研究中心 | Magnetic suction type pouring template and pouring wall |
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Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN100344845C (en) * | 2005-04-04 | 2007-10-24 | 朱秦江 | Built-up form for heatretaining compoiste concrete wall body |
| CN1325734C (en) * | 2005-10-17 | 2007-07-11 | 朱秦江 | Composite thermal insulation concrete wall and its assembled template |
| JP2008184758A (en) * | 2007-01-29 | 2008-08-14 | Tmb Keiei Consultant Jimusho:Kk | Concrete form for external wall |
| CN101294423B (en) * | 2008-05-30 | 2010-09-22 | 河南省第一建筑工程集团有限责任公司 | Construction method for embedding thermal insulation in concrete structure exterior wall surface |
| CN101307629B (en) * | 2008-07-03 | 2010-06-02 | 雷现治 | Fastener type self-decoration composite heat insulation high layer dwelling building module and its construction method |
| CN102182265B (en) * | 2011-03-22 | 2016-06-15 | 上海理想家园工程营造有限公司 | A kind of Multifunctional die wallboard structural system for fast house building |
| CN103015574B (en) * | 2012-12-27 | 2015-02-04 | 北京振利节能环保科技股份有限公司 | Form-removal-free cast-in-place light-weight insulated wall and construction method thereof |
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