CN206667507U - A kind of warming plate with arrangement of reinforcement - Google Patents
A kind of warming plate with arrangement of reinforcement Download PDFInfo
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- CN206667507U CN206667507U CN201720152462.4U CN201720152462U CN206667507U CN 206667507 U CN206667507 U CN 206667507U CN 201720152462 U CN201720152462 U CN 201720152462U CN 206667507 U CN206667507 U CN 206667507U
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Abstract
The utility model discloses a kind of warming plate with arrangement of reinforcement, the warming plate with arrangement of reinforcement includes warming plate and the reinforced mesh being laid in warming plate, and connection reinforcing bar is wherein thrown away at the node of several reinforced mesh.For warming plate with arrangement of reinforcement in the thermal insulation structure construction method of exterior wall concrete section position, it is balcony, at outdoor air conditioner dividing plate, at the window that floats, at parapet that the exterior wall concrete position, which includes beams of concrete, concrete shear force wall, external wall,.Connected in work progress between band arrangement of reinforcement warming plate using tongue and groove form, be aided with building sealant, it is ensured that junction is water-tight, not spillage.Warming plate with arrangement of reinforcement can significantly improve the intensity, crack resistance and toughness of warming plate itself so that warming plate is bearing that certain vertical load and horizontal loading can also be born outside self gravitation load.
Description
Technical field
The utility model belongs to construction material and external wall construction method field, more particularly to a kind of insulation with arrangement of reinforcement
Plate.
Background technology
Between floors, the energy loss of peripheral structure is maximum, and the thermal and insulating performance of building enclosure is to influence building
The principal element of energy consumption, and most weak part is exactly that peripheral protective is concrete position in peripheral structure, these positions often into
For the cold-heat bridge position of wall, because the thermal conductivity factor of concrete is very big, the heat-insulating property of 200mm concrete does not support 2mm thickness
Extruded sheet, so the Insulation for strengthening concrete position is the touchstone of examination and maintenance structural thermal insulation effect.
The thermal insulation structure processing of peripheral structure mainly has three kinds of inside holding, external thermal insulation and Self-thermal-insulation System, because coagulation
The thermal conductivity factor of soil material is very big, is difficult to realize self-heat conserving, so the Insulation at concrete position mainly has inside holding and outer
Two kinds of insulation.Inside holding system is exactly to do thermal insulation structure towards the side of indoor room in concrete component, is completed to building
Insulation.In inside holding system, concrete component is directly exposed in outdoor, and integral heat insulation effect is bad, and in concrete section
Position can produce dew condensation phenomenon, and the dipping of dew or freeze thawing easily cause that concrete wall surface is mouldy, cracking, have a strong impact on exterior wall
Heat insulation effect, the construction way of inside holding system are located at Indoor environment, are easily destroyed by user in finishing, influence to be incubated
Effect.Due to the irrationality of inside holding system technically, gradually substituted by external insulation system at present.External insulation system exists
The insulation way at concrete position mainly has following several：
(1) thermal insulation mortar, thermal insulation mortar and concrete binding are directly smeared outside concrete, decorative cover is done outside thermal insulation mortar
Layer.The advantages of the method is easy for construction, quick, and shortcoming is that the adhesion strength of thermal insulation mortar and concrete is limited, limits guarantor
The thickness of warm mortar, the performance of heat insulation effect is also limit naturally.Thermal insulation mortar self-strength is not high, weatherability and impact resistance
Property it is poor, experience summer is extremely hot and the multiple circulation of winter severe cold after, often cracking, hollowing, infiltration and face brick take off exterior wall
Phenomena such as falling, particularly Tile falling, the lives and properties to the people bring great threat, and face brick is once come off, and maintenance is applied
Work difficulty is big, and cost is also high.
(2) organic insulation materials such as EPS, XPS are directly bonded on concrete structure with glue, or nail is in concrete knot
On structure, architectural surface, such as brushing water-repellent paint or dry-hang stone are done outside insulation material again, general recommendations is prevented using light-duty
Water paint, if using cladding way, suspension member must pass through heat-insulation layer and directly be connected with concrete structure, it is impossible to be supported on insulation
On material.Unsuitable binding face tile outside the insulation material handled by this construction method because for binding face tile cement mortar with
Adhesion strength between organic insulation material is extremely low, and face brick easily comes off, and threatens the security of the lives and property of the people.The method
Another drawback be that fire resistance is poor, external labeling type insulation material is mostly B level refractory materials, in work progress easily occur fire
Calamity, the fire that several particularly occurred in recent years are triggered by heat insulating material for external, cause serious casualties and property damage
Lose, more deepened various circles of society to the worry in terms of external insulation system fire safety.This thermal insulation structure method also has one to lack
Point, it is exactly that the service life of insulation material and the service life of agent structure mismatch, the service life of organic insulation material is led to
Often only 25 years, much smaller than the service life (be usually 50 years) and the property right in real estate time limit of agent structure, (house was generally 70
Year).The insulation material life-span must replace construction again after expiring, and replace the construction spent time and expense is also high, and
The normal use of building can be influenceed.
(3) warming plate is glued outside, and warming plate is usually inorganic heat insulation material, there is steam pressure sand aerated insulation plate, foam concrete
Warming plate, exterior insulation or glass bead insulation plate etc., inorganic heat-insulation board are identical with the agent structure life-span.Warming plate with
The cement mortar smeared between concrete after is bonded, and architectural surface is then done outside warming plate.The method heat insulation effect is preferable,
But construction procedure is more, situ wet operation amount is big, higher to construction technical requirement, is wanted once the adhesion strength of cement mortar does not reach
Ask or hollowing occur, warming plate also easily comes off, in the future using bringing potential safety hazard.The tensile strength of warming plate itself compared with
It is low, crack resistance is poor, toughness is weak, cracky, fracture during transport and construction, defect rate is high, in practical application
When by summer several times is extremely hot and the circulation of winter severe cold is also easily ftractureed, thus cause water leakage through exterior wall, alien invasion breakage etc.
Problem.
Either inside holding system or external insulation system, the advance pouring molding of concrete structure is required to, pours coagulation
Construction timber shutterings are needed to use when native, a large amount of use of construction timber shutterings seriously consumes the limited forest reserves, do not meet China
The fundamental state policy of " energy-conservation, consumption reduction, emission reduction, the environmental protection " of construction industry, does not meet the requirement of green building yet.
Utility model content
A kind of the drawbacks of existing thermal insulation structure way several for exterior wall concrete position, there is provided warming plate with arrangement of reinforcement.
In order to achieve the above object, technical scheme is as follows used by the utility model：A kind of warming plate with arrangement of reinforcement, bag
Warming plate and the reinforced mesh being laid in warming plate are included, connection reinforcing bar is wherein thrown away at the node of several reinforced mesh.
Another technical scheme of the present utility model is a kind of warming plate with arrangement of reinforcement, including warming plate and is laid on insulation
Connection steel wire is thrown away at the node of steel fabric sheet in plate, wherein several steel fabric sheets.
It can be calculated and determined according to the stressing conditions of warming plate with the arrangement of reinforcement in arrangement of reinforcement warming plate, warming plate is removed and born from heavy burden
Load, earthquake load, wind load, exterior trim area load etc..With the arrangement of reinforcement in arrangement of reinforcement warming plate in addition to force request is met, it is also necessary to root
Thin diameter reinforcing bar solid matter is preferably used according to detailing requiments, the bar-mat reinforcement such as cracking resistance and toughness requirement.
Further, the material of the warming plate is steam pressure sand aerated concrete, foam concrete, foamed ceramic or vitreous
Microballon.
Further, the material of the connection reinforcing bar is stainless steel.
The beneficial effects of the utility model are as follows：Warming plate with arrangement of reinforcement can significantly improve the intensity of warming plate itself, resist
Fragility and toughness so that warming plate is bearing that certain vertical load and level can also be born outside self gravitation load
Load.During concrete construction, outboard template of the warming plate as concrete, plank sheathing dosage can be saved, reduce form removal workload.
The Screw arbor with nut at both-ends of template, Saving steel amount can be doubled as in concreting by connecting reinforcing bar.During concreting, warming plate and mixed
Solidifying soil is seamless bonding, and forms an entirety, and separately have dowel to be connected with concrete so that warming plate is durable in use, will not take off
Fall, the thickness of warming plate is also no longer restricted, can be determined completely according to power conservation requirement.Meanwhile reinforced mesh also can be limited effectively
The development of heat preservation plate material contraction fissure processed, avoid the cracking of thus caused finish coat.Connected between warming plate using tongue and groove form
Connect, be aided with building sealant, it is ensured that junction not spillage in concreting, it is water-tight in normal use.
Warming plate material can be the aerating of steam pressure sand, foam concrete, foamed ceramic and glass bead etc., be inorganic heat preservation
Material, the service life of insulation material is identical with major structure of construction, while insulation material is also A level refractory materials, and fire occurs
It will not burn, will not produce thick smoke, toxic smoke during calamity, effectively improve the fire protecting performance of building.
Brief description of the drawings
Fig. 1 is axle geodesic structure schematic diagram of the utility model with arrangement of reinforcement warming plate；
Fig. 2 is sectional view of the utility model with arrangement of reinforcement warming plate；
Fig. 3-a are the construction method organigram at beams of concrete in the utility model embodiment 1, and Fig. 3-b are this reality
With the architectural section in new embodiment 1 at beams of concrete；
Fig. 4-a are the construction method organigram at exterior wall concrete shear force wall in the utility model embodiment 2, Fig. 4-
B is the architectural section at exterior wall concrete shear force wall in the utility model embodiment 2；
Fig. 5-a are the construction method organigram that external wall is balcony in the utility model embodiment 3, and Fig. 5-b are
In the utility model embodiment 3-external wall be balcony architectural section；
Fig. 6-a are that the construction method organigram at outdoor air conditioner dividing plate, Fig. 6-b are in the utility model embodiment 4
Architectural section in the utility model embodiment 4 at outdoor air conditioner dividing plate；
Fig. 7-a are the construction method organigram at the window that floatd in the utility model embodiment 5, and Fig. 7-b are that this practicality is new
The architectural section to be floatd in type embodiment 5 at window；
Fig. 8-a are the construction method organigram at parapet in the utility model embodiment 6, and Fig. 8-b are this practicality
Architectural section in new embodiment 6 at parapet.
Specific implementation method
In order that the technical solution of the utility model and advantage are clearer, with reference to specific application to utility model
Embodiment is further elaborated.
As shown in Figure 1-2, a kind of warming plate with arrangement of reinforcement, including warming plate and the bar-mat reinforcement that is laid in warming plate
Connection reinforcing bar is thrown away at the node of piece, wherein several reinforced mesh.According to load condition, reinforced mesh can be changed into steel wire
Piece, connection reinforcing bar change connection steel wire into.
It can be calculated and determined according to the stressing conditions of warming plate with the arrangement of reinforcement in arrangement of reinforcement warming plate, warming plate is removed and born from heavy burden
Load, earthquake load, wind load, exterior trim area load etc..With the arrangement of reinforcement in arrangement of reinforcement warming plate in addition to force request is met, it is also necessary to root
Thin diameter reinforcing bar solid matter is preferably used according to detailing requiments, the bar-mat reinforcement such as cracking resistance and toughness requirement.
There are following several situations at external wall concrete position according to building function and the difference of structural elements：Concrete
Beam, concrete column, concrete shear force wall, balcony, the window that floats, air conditioner shelf and parapet etc..
Embodiment 1：Isothermal holding at beams of concrete, architectural construction is as shown in Fig. 3-b, at beams of concrete, from interior extremely
Outdoor construction way is followed successively by：Interior finish coat, concrete layer, band arrangement of reinforcement warming plate, exterior trim surface layer.Exterior trim surface layer can be divided into painting
Material, face brick and the class of stone material three, when for the heavy materials such as stone material when, need the indwelling built-in fitting in band arrangement of reinforcement warming plate in advance.Liang Shang
Masonry can use self heat insulation wall combination exterior trim surface layer, can also use doing for ordinary masonry structure+heat-insulation layer+exterior trim surface layer
Method, it is proposed that preferentially using the former way because self heat insulation wall is easy for construction, economy and durability, energy-conserving and environment-protective.Specific implementation step
Reference picture 3-a is followed successively by：Scaffold is set up, sets up beams of concrete internal model and bed die, reinforcing bar in colligation beams of concrete, on bed die
Fixing band arrangement of reinforcement warming plate simultaneously completes waterproof sealing processing；Wooden parting bead is set up on the outside of band arrangement of reinforcement warming plate, wooden parting bead is matched somebody with somebody with band
The warming plate of muscle is connected, and wooden parting bead is firmly connected with outside scaffold.When deck-molding is higher, job specfication handbook is consulted, band is matched somebody with somebody
Need to set Screw arbor with nut at both-ends between muscle warming plate and inner side template, Screw arbor with nut at both-ends is embedded in band arrangement of reinforcement warming plate in advance, with being connected
Reinforcing bar, which merges, to be set, Saving steel amount, casting concrete, after concrete strength reaches requirement, the internal model of dismantling concrete beam
And bed die, exterior wall, concrete beam side and bottom are built by laying bricks or stones on warming plate and beams of concrete by interior decoration requirement cleaning, rendering, it is complete
Into interior finish coat.On the outside of warming plate stickup ceramic tile, brushing fireproof coating or dry-hang stone are carried out according to the detailing requiments of exterior finish.
Embodiment 2：Isothermal holding at exterior wall concrete shear wall, architectural construction is as shown in Fig. 4-b, from indoor to outdoor
Construction way is followed successively by：Interior finish coat, concrete layer, band arrangement of reinforcement warming plate, exterior trim surface layer.The same coagulation of inside and outside coating ways
Tu Liangchu.Specific implementation step reference picture 4-a is followed successively by：Colligation concrete reinforcing steel, the scaffold of concrete walls is set up, is set up
Internal model, outside scaffold and wooden parting bead are set up, the band arrangement of reinforcement warming plate as outboard template is fixed on wooden parting bead, warming plate
Tongue and groove is taken to connect between horizontal joint and vertical seam.For concrete shear force wall, needed between band arrangement of reinforcement warming plate and inner side template
Screw arbor with nut at both-ends is set, and Screw arbor with nut at both-ends is embedded in band arrangement of reinforcement warming plate in advance, merges setting, Saving steel amount with being connected reinforcing bar.
Shear wall concrete is poured, after concrete strength reaches requirement, completes inside and outside finish coat construction.Between band arrangement of reinforcement warming plate
Connecting structure be construction in emphasis and difficult point, the utility model using tongue and groove connection, silicone and building adhesive are being looked forward to by pressure
It is intraoral completely to fill out, it is ensured that not spillage during construction, it is impermeable during use, completed before concreting between band arrangement of reinforcement warming plate
Connecting structure, be advantageous to the quality of live sight check connecting portion, seam crossing bears larger pressure during concreting, such as
Fruit now not spillage, shows that the connection of warming plate is reliable, the possibility of later water leakage through exterior wall also very little；Spillage point is such as found,
It should immediately treat to meet concreting, should additionally indicate to be quality weak spot herein, should be weighed before exterior trim surface construction
Point concern.This construction method can expose the weak part of construction quality as early as possible, in order to timely processing, prevent trouble before it happens.Exterior wall
Thermal insulation structure at concrete column is similar to concrete shear force wall, repeats no more.
Embodiment 3：Thermal insulation structure when external wall is balcony, need to be to sun to avoid producing cold-heat bridge as shown in Fig. 5-b
The surrounding of platen does comprehensive isothermal holding, and the warming plate of balcony slab lower section and side is incubated using band arrangement of reinforcement of the present utility model
Plate and bed die and side form when doubling as concreting, the warming plate above balcony slab can also use its other party without arrangement of reinforcement
Method carries out thermal insulation structure.Specific implementation step reference picture 5-a is followed successively by：Scaffold is set up, indoor section laying plank sheathing is outdoor
Insulating sections laying band arrangement of reinforcement warming plate is needed to be used as bed die and side form, the seam between bed die can use straight seam connection, side form
Between connecting sewing connected using ribbet, institute's seam is both needed to building adhesive sealing, it is ensured that not spillage during construction, does not leak during use
Water, colligation concrete reinforcing steel, casting concrete, concrete strength reach form removal after requirement, carry out in balcony plate face
Warming plate is constructed, and finally carries out the construction of exterior trim surface layer, railing and erection of doors and windows.
Embodiment 4：Isothermal holding at outdoor air conditioner dividing plate, architectural construction as shown in Fig. 6-b, be similarly avoid producing it is cold
Heat bridge, comprehensive isothermal holding need to be done to air conditioner dividing plate surrounding, when air conditioner shelf is few relative to structural beams drop plate, its
It is similar with balcony to construct way, repeats no more.When drop plate is more, specific implementation step reference picture 6-a is followed successively by：Set up pin hand
Frame, indoor section laying plank sheathing, outdoor need insulating sections laying band arrangement of reinforcement warming plate as bed die and side form, colligation concrete
Interior reinforcing bar, lays the warming plate above air conditioner dividing plate, and the backform poured as partition plate coagulation soil is close between backform and side form
Envelope processing, it is ensured that not spillage when pouring, it is water-tight during use.To ensure the quality of concreting, air conditioner shelf should be taken
Certain oblique gradient, so that air is discharged during concreting, finally carry out the construction of exterior finish.Certainly, air conditioner every
Plate secondary can also be poured, and step is similar with one-piece casting, but construction quality is poured without once whole.
Embodiment 5：Float thermal insulation structure processing at window, the window that floats is a kind of rectangular box of prominent wall face, and general three face is equal
Also can be simultaneously window for window, two sides is blank wall in addition, and the window that floats adds exterior wall heat transfer area and room because it protrudes metope
The Shape Coefficient in room, it is that building exchanges most violent position, and the keypoint part of building energy conservation construction with environment's heat.Adopt
Floatd during with the warming plate of the present utility model with arrangement of reinforcement window architectural construction as shown in Fig. 7-b, in the outside of structural beams, float luffer boards
Upper and lower side, it is required to set band arrangement of reinforcement warming plate, the formwork for placing with arrangement of reinforcement warming plate as the window concrete that floats.Specific implementation
Step reference picture 7-a is followed successively by：Scaffold is set up, indoor section lays the reinforcing bar of plank sheathing, colligation beam and the luffer boards that float, and laying is outer
Side band arrangement of reinforcement warming plate, and handles seam construction, it is ensured that not spillage during construction, water-tight, casting concrete during use, to improve
Float the globality and water resistance of window, the window concrete that floats does not stay construction joint, when mixed with indoor floor coagulation local product primary concreting
Coagulate native intensity and reach form removal after requirement, carry out the interior Decorative Construction at indoor position and the exterior trim surface construction at outdoor position.
Embodiment 6：Thermal insulation structure handles, architectural construction detail drawing similar with the thermal insulation structure at air conditioner dividing plate at parapet
As shown in Fig. 8-b, it is with air conditioner shelf difference, the flanged plate of parapet is general higher, it is necessary to which concrete secondary pours
Build, concrete pouring construction seam is formed typically at roof floor slab face, now the level with arrangement of reinforcement warming plate as exterior sheathing
Connecting sewing need to avoid this position.Specific implementation step reference picture 8-a is followed successively by：Scaffold is set up, indoor section lays plank sheathing,
Reinforcing bar in reinforcing bar and parapet, lays beams of concrete outer side band arrangement of reinforcement warming plate, pours roof concrete in colligation beams of concrete,
After concrete strength reaches requirement after roof, with core band arrangement of reinforcement warming plate on the outside of laying parapet, warming plate seam structure is handled
Make, it is ensured that not spillage during construction, it is water-tight during use, parapet concrete is poured, concrete strength removes mould after reaching requirement
Plate, carry out the heat-insulation layer construction of the exterior trim surface construction and roof at outdoor position.
Embodiment 7：The isothermal holding on Stilt layer floor ground, when architectural establishment Stilt layer, the floor above Stilt layer
Isothermal holding is generally also required to, the lower section of Stilt layer floor is placed in arrangement of reinforcement warming plate, bed die during as concreting, its
The detail of construction and construction method are similar with the isothermal holding of outdoor balcony, and here is omitted.
Above only describes general principle of the present utility model and preferred embodiment, those skilled in the art can be according to above-mentioned
Many changes and improvements are made in description, and these changes and improvements should belong to the scope of protection of the utility model.
Claims (4)
- A kind of 1. warming plate with arrangement of reinforcement, it is characterised in that including warming plate and the reinforced mesh being laid in warming plate, its In several reinforced mesh node at throw away connection reinforcing bar.
- 2. the warming plate according to claim 1 with arrangement of reinforcement, it is characterised in that the material of the connection reinforcing bar is stainless Steel.
- A kind of 3. warming plate with arrangement of reinforcement, it is characterised in that including warming plate and the steel fabric sheet being laid in warming plate, its In several steel fabric sheets node at throw away connection steel wire.
- 4. the warming plate with arrangement of reinforcement according to claim 1 or 3, it is characterised in that the material of the warming plate is steam pressure Sand aerated concrete, foam concrete, foamed ceramic or glass bead.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720152462.4U CN206667507U (en) | 2017-02-20 | 2017-02-20 | A kind of warming plate with arrangement of reinforcement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720152462.4U CN206667507U (en) | 2017-02-20 | 2017-02-20 | A kind of warming plate with arrangement of reinforcement |
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| CN206667507U true CN206667507U (en) | 2017-11-24 |
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ID=60379497
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| CN201720152462.4U Active CN206667507U (en) | 2017-02-20 | 2017-02-20 | A kind of warming plate with arrangement of reinforcement |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989209A (en) * | 2017-12-20 | 2018-05-04 | 苏州市世好建材新技术工程有限公司 | Half cast-in-situ thermal-insulated plate can be monitored |
| CN113276268A (en) * | 2021-06-24 | 2021-08-20 | 丁艳妹 | Heat preservation laying device is used in prefabricated wall brick processing |
| CN114482304A (en) * | 2022-01-17 | 2022-05-13 | 中建八局第二建设有限公司 | Construction method of composite insulation board of building |
-
2017
- 2017-02-20 CN CN201720152462.4U patent/CN206667507U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107989209A (en) * | 2017-12-20 | 2018-05-04 | 苏州市世好建材新技术工程有限公司 | Half cast-in-situ thermal-insulated plate can be monitored |
| CN113276268A (en) * | 2021-06-24 | 2021-08-20 | 丁艳妹 | Heat preservation laying device is used in prefabricated wall brick processing |
| CN113276268B (en) * | 2021-06-24 | 2022-06-07 | 广东省第十一建设有限公司 | Heat preservation laying device is used in prefabricated wall brick processing |
| CN114482304A (en) * | 2022-01-17 | 2022-05-13 | 中建八局第二建设有限公司 | Construction method of composite insulation board of building |
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