CN206681202U - For filling the prefabricated steel wire net rack integrated board self-heat conserving structure of wall - Google Patents

For filling the prefabricated steel wire net rack integrated board self-heat conserving structure of wall Download PDF

Info

Publication number
CN206681202U
CN206681202U CN201720439355.XU CN201720439355U CN206681202U CN 206681202 U CN206681202 U CN 206681202U CN 201720439355 U CN201720439355 U CN 201720439355U CN 206681202 U CN206681202 U CN 206681202U
Authority
CN
China
Prior art keywords
steel wire
integrated board
fabric sheet
wire net
net rack
Prior art date
Application number
CN201720439355.XU
Other languages
Chinese (zh)
Inventor
王英顺
王书元
吕秀玲
王学斌
张仁常
姜立松
辛柱斌
王春
栾林
Original Assignee
山东龙新节能科技有限公司
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 山东龙新节能科技有限公司 filed Critical 山东龙新节能科技有限公司
Priority to CN201720439355.XU priority Critical patent/CN206681202U/en
Application granted granted Critical
Publication of CN206681202U publication Critical patent/CN206681202U/en

Links

Abstract

A kind of prefabricated steel wire net rack integrated board self-heat conserving structure for being used to fill wall is the utility model is related to, belongs to building construction technology field.It includes agent structure beam column wall, agent structure external thermal insulation and prefabricated steel wire net rack integrated board, agent structure external thermal insulation includes agent structure warming plate and external thermal insulation steel fabric sheet, external thermal insulation steel fabric sheet is arranged on the outside of agent structure warming plate by beam column wall oblique inserted wire, external thermal insulation steel fabric sheet is arranged in beam column wall cast-in-place concrete layer, and prefabricated steel wire net rack integrated board includes warming plate, interior steel fabric sheet, outer steel fabric sheet and warming plate oblique cutting steel wire;The utility model can realize that batch production is prefabricated, job site, which is poured, builds up wall, avoid outer cast-in-place concrete layer contraction fissure, speed of application is fast, save construction costs, exterior-wall heat insulation fire safety evaluating hidden danger is eliminated, realizes purpose of the insulation with building structure with the life-span again, while duration and cost saving is greatly decreased.

Description

For filling the prefabricated steel wire net rack integrated board self-heat conserving structure of wall

Technical field

It the utility model is related to a kind of prefabricated steel wire net rack integrated board for being exclusively used in compound frame shear wall structure filling wall Self-heat conserving structure, belong to building construction technology field.

Background technology

When cast-in-place compound concrete shear wall is constructed, the filling wall displacement traditional method of shear wall structure is building body After structure construction, form removal, then built by laying bricks or stones using the progress of the materials such as building block, sheet material is secondary, then again in filling wall Outside carries out heat-insulation layer three times and constructed, and major structure of construction is generally concrete column, beams of concrete and concrete walls.

Specifically as shown in fig. 7, major structure of construction is beams of concrete, when beams of concrete is constructed, upper strata bottom plate 18 passes through mould Plate and upright supports, upper strata bottom plate are bent with downwards beams of concrete, first set up the steel bar stress cage of upper strata bottom plate and beams of concrete, Then upper strata bottom plate pours simultaneously with beams of concrete, and the filling wall displacement between beams of concrete and lower floor's bottom plate 19 is then using block Block 16 is built by laying bricks or stones, then smears protective layer and decorations in the outside of beams of concrete and building block laying agent structure warming plate 2 and in outside again Surface layer 17.

As shown in figure 8, major structure of construction is concrete column, when concrete column is constructed, the steel bar stress of concrete post is first set up Cage, concrete post is then poured, after the construction of concrete post finishes form removal, could be built in the filling wall displacement between concrete column Block 16 is constructed, and is treated after building block construction in concrete post and the outside mounting body structural heat preservation board 2 of building block, then in warming plate Outside construction protective layer and finish coat 17;

Either the construction technology of concrete column or beams of concrete is not that formed by integrally casting is completed, between concrete column and The modulus of elasticity of the different materials such as building block is different used by the filling wall of beams of concrete bottom, the constriction coefficient and building of building block Agent structure is different, and contraction fissure can be produced at different wall connecting positions, easily cracking, if construction wall seam, splitting The presence of seam or cavity, shock resistance are bad;And the outside of major structure of construction and filling wall outside main body structural heat preservation board also needs Finish coat is wanted, because protective layer and finish coat are entirely that not only labor strength is big, and is constructed by artificial completion of plastering The protective layer and finish coat finite thickness of formation, usually 2-3 centimetres, do not meet fire protection requirement;And filling wall must build It could be carried out after form removal after the completion of main structure construction, working procedure is various, long in time limit, and labour cost is more, time consuming, Construction costs also greatly improves.

Utility model content

The utility model is constructed in view of the deficienciess of the prior art, provide a kind of simple in construction simultaneously, be integrally formed and It is easy for construction quick, it is avoided that the prefabricated steel wire for being exclusively used in compound frame shear wall structure filling wall in crack occurs in connecting portion Rack integrated board self-heat conserving structure.

The technical scheme that the utility model solves above-mentioned technical problem is as follows:A kind of prefabricated steel wire net rack for being used to fill wall Integrated board self-heat conserving structure, including major structure of construction and the agent structure external thermal insulation that is arranged on the outside of the major structure of construction Layer, the agent structure external thermal insulation include agent structure warming plate and external thermal insulation steel fabric sheet, the external thermal insulation steel fabric sheet The outside of the agent structure warming plate is arranged on by beam column wall oblique inserted wire, the external thermal insulation steel fabric sheet is arranged on body junction In structure cast-in-place concrete layer;Also include the prefabricated steel wire net rack one of filling wall displacement for being arranged on the major structure of construction Plate, the prefabricated steel wire net rack integrated board include warming plate, the interior steel fabric sheet for being arranged on the inside and outside both sides of warming plate, outer steel wire Mesh sheet and the warming plate oblique cutting steel wire for connecting inside and outside steel fabric sheet, the inside and outside both sides of the prefabricated steel wire net rack integrated board Interior concrete layer and outer cast-in-place concrete layer are respectively equipped with, the interior steel fabric sheet is arranged on the interior concrete layer Interior, the outer steel fabric sheet is arranged in the outer cast-in-place concrete layer, the agent structure warming plate, the lateral surface of warming plate Multiple corrugated grooves are provided with, cushion block is respectively equipped with the outside of the external thermal insulation steel fabric sheet, outer steel fabric sheet.

The beneficial effects of the utility model are:Formed by integrally casting is molded, and the contact of rack integrated board and major structure of construction connects Connect relatively reliable, external protection does not produce seam and crack, better heat preservation, increases the overall lateral surface of major structure of construction Support stiffness, the shock resistance of one-piece casting is preferable, reason be formed by integrally casting cause beams of concrete, post, wall with filling wall and External thermal insulation turns into an even closer entirety, so as to indirectly improve shock resistance;Agent structure warming plate and prefabricated steel wire Multiple corrugated grooves, the cast-in-place coagulation of cast in situs major structure of construction are respectively equipped with the lateral surface of the warming plate of rack integrated board The outer cast-in-place concrete layer of soil layer and integrated board, is easy to the flowing of self-compacting concrete;Agent structure cast-in-place concrete layer simultaneously And protective layer and finish coat of the outer cast-in-place concrete layer as major structure of construction, compared to manually plaster the protective layer to be formed and Finish coat, thickness increase, more than twice of general reachable existing protective layer and finish coat thickness, it is clear that meet fire protection requirement, and Convenient and quick construction, labor strength are small;Cushion block can be used for positioning peripheral hardware template, while the thickness of cushion block and concrete layer Thickness is identical, can control the thickness of concrete, keeps the stability of warming plate;It can be selected according to the size of filling wall displacement The prefabricated steel wire net rack integrated board of suitable dimension, if filling wall area is larger, the prefabricated steel wire net rack integrated board of polylith can be selected, fill out Fill wall and agent structure beam, post, wall while construct, beam, post, wall cast-in-place concrete layer, outer cast-in-place concrete layer formed by integrally casting into Shape, prefabricated steel wire net rack integrated board, warming plate and agent structure wall connecting are reliable, not only the modulus of elasticity phase of construction material Together, external protection excellent durability, construction is convenient, and fire prevention, water resistance are good, realizes insulation and major structure of construction same longevity Life, and shorten the construction period, simplify operational procedure, reduce construction costs.

On the basis of above-mentioned technical proposal, the utility model can also do following improvement.

Further, the prefabricated steel wire net rack integrated board by bindiny mechanism respectively with the major structure of construction, master Body structure external thermal insulation connects, and the bindiny mechanism includes outer anticracking connection mesh sheet and interior anticracking connection mesh sheet, the outer steel wire Mesh sheet connects mesh sheet by the outer anticracking and is connected with the external thermal insulation steel fabric sheet, and the interior steel fabric sheet passes through described interior anti- Connection mesh sheet is split to be connected with the steel bar stress of the major structure of construction.

Be using the above-mentioned further beneficial effect of scheme, inside and outside anticracking connection mesh sheet add integrated board filling wall with The bonding strength of major structure of construction.

Further, between the agent structure cast-in-place concrete layer and the agent structure warming plate it is, described outer cast-in-place Boundary mortar is respectively equipped between concrete layer and the warming plate.

Beneficial effect using above-mentioned further scheme is the adhesive property of enhancing warming plate outer surface, more conducively coagulation The combination of soil layer and warming plate, increase the bonding strength of the two.

Further, the prefabricated steel wire net rack integrated board is provided with polylith, the adjacent prefabricated steel wire net rack integrated board The outer steel fabric sheet between pass through warming plate anticracking connect mesh sheet connect.

Beneficial effect using above-mentioned further scheme is to need to select polylith pre-manufactured steel for the larger filling wall of area During screen frame integrated board, warming plate anticracking connection mesh sheet then further increases the filling that pre- polylith steel wire net rack integrated board is formed Bonding strength on the outside of wall.

Further, the prefabricated steel wire net rack integrated board is provided with polylith, the adjacent inner side concrete layer it Between be provided with seam, the junction of the seam is provided with filler.

Beneficial effect using above-mentioned further scheme is to need to select polylith pre-manufactured steel for the larger filling wall of area During screen frame integrated board, the interior concrete layer on the inside of adjacent prefabricated steel wire net rack integrated board has in contact position to be connect Seam, can influence the connection of contiguous prefabricated steel wire net rack integrated board, and filler can then strengthen contiguous prefabricated steel wire net rack integrated board Inner side bonding strength.

Further, the filler is polyurethane exterior wall elasticity building gap-filling glue or polymer mortar.

Beneficial effect using above-mentioned further scheme is that adhesion strength is good, elastic good, anti-aging, high-low temperature resistant, is used Long lifespan, construction are quick and convenient.

Further, the thickness of prefabricated steel wire net rack integrated board is more than the thickness of agent structure external thermal insulation.

Be using the above-mentioned further beneficial effect of scheme so that prefabricated steel wire net rack integrated board not only with outside agent structure Heat-insulation layer connects, and has certain connection with major structure of construction, increases the bonding strength of prefabricated steel wire net rack integrated board, ensures Fill the bonding strength and stability of wall.

Further, the agent structure warming plate, warming plate are using expansion polyphenyl plate, extruded polystyrene board, phenolic aldehyde polyphenyl Plate or rock cotton board.

It is there is insulation, every combustion, the sound absorption the advantages of using the above-mentioned further beneficial effect of scheme.

Further, the thickness of the interior concrete layer is 30-40mm;The thickness of the outer cast-in-place concrete layer is 40-60mm。

Beneficial effect using above-mentioned further scheme is, by the design to concrete layer thickness, to ensure concrete layer Strength grade it is identical with the support strength of major structure of construction.

Further, inside and outside anticracking connection mesh sheet, inside and outside steel fabric sheet and the external thermal insulation steel fabric sheet are respectively steel Muscle welds net, and steel bar welding net is by network structure of reinforcement welding of the diameter less than 4 ㎜ into spacing for 50-100 ㎜.

Beneficial effect using above-mentioned further scheme is to increase the bonding strength of mesh sheet.

Brief description of the drawings

Fig. 1 is the structural representation of the utility model embodiment 1;

Fig. 2 is the structural representation of the contiguous prefabricated steel wire steelframe integrated board connection of the utility model;

Fig. 3 is the structural representation of the prefabricated steel wire net rack integrated board of the utility model;

Fig. 4 is along the profile in A-A directions in Fig. 3;

Fig. 5 is along the profile in B-B directions in Fig. 3;

Fig. 6 is the structural representation of the utility model embodiment 2;

Fig. 7 be existing major structure of construction be beams of concrete construction after structural representation;

Fig. 8 be existing major structure of construction be concrete column construction after structural representation;

In figure, 1, major structure of construction;2nd, agent structure warming plate;3rd, interior concrete layer;4th, outer cast-in-place concrete Layer;5th, prefabricated steel wire net rack integrated board;5-1;Outer steel fabric sheet;5-2, interior steel fabric sheet;5-3, warming plate;5-4, warming plate are oblique Insert steel wire;6th, interior anticracking connection mesh sheet;7th, outer anticracking connection mesh sheet;8th, filler;9th, beam column wall oblique inserted wire;10th, external thermal insulation steel Silk netting;11st, agent structure cast-in-place concrete layer;12nd, warming plate anticracking connection mesh sheet;13rd, corrugated groove;14th, cushion block;15、 Boundary mortar;16th, building block;17th, protective layer and finish coat;18th, upper strata bottom plate;19th, lower floor's bottom plate.

Embodiment

Principle of the present utility model and feature are described below in conjunction with example, example is served only for explaining this practicality It is new, it is not intended to limit the scope of the utility model.

Embodiment 1, as Figure 1-Figure 5, a kind of prefabricated steel wire net rack integrated board self-heat conserving structure for being used to fill wall, bag The agent structure external thermal insulation for including major structure of construction 1 and being arranged on the outside of the major structure of construction, outside the agent structure Heat-insulation layer includes agent structure warming plate 2 and external thermal insulation steel fabric sheet 10, and the external thermal insulation steel fabric sheet passes through beam column wall oblique cutting Silk 9 is arranged on the outside of the agent structure warming plate, and the external thermal insulation steel fabric sheet 10 is arranged on the cast-in-place coagulation of agent structure In soil layer 11;Also include the prefabricated steel wire net rack integrated board 5 of filling wall displacement for being arranged on the major structure of construction, it is described pre- Steel wire net rack integrated board processed includes warming plate 5-3, is arranged on interior steel fabric sheet 5-2, the outer steel fabric sheet of the inside and outside both sides of warming plate The 5-1 and warming plate oblique cutting steel wire 5-4 for connecting inside and outside steel fabric sheet, inside and outside the two of the prefabricated steel wire net rack integrated board Side is respectively equipped with interior concrete layer 3 and outer cast-in-place concrete layer 4, and the interior steel fabric sheet is arranged on the interior concrete In soil layer, the outer steel fabric sheet is arranged in the outer cast-in-place concrete layer, the agent structure warming plate, warming plate it is outer Side is provided with multiple corrugated grooves 13, and cushion block 14 is respectively equipped with the outside of the external thermal insulation steel fabric sheet, outer steel fabric sheet.

As shown in figure 1, major structure of construction 1 is beams of concrete, agent structure warming plate and prefabricated steel wire net rack integrated board Warming plate lateral surface on be respectively equipped with multiple corrugated grooves, when cast in situs agent structure cast-in-place concrete layer, outer scene During concrete layer, it is easy to the flowing of self-compacting concrete, increases the support stiffness of overall lateral surface, cushion block can be used for positioning peripheral hardware Template, while the thickness of cushion block is identical with the thickness of concrete layer, can control the thickness of concrete, keeps the stabilization of warming plate Property.

The prefabricated steel wire net rack integrated board is by bindiny mechanism respectively with being protected outside the major structure of construction, agent structure Warm layer connection, the bindiny mechanism includes outer anticracking connection mesh sheet 7 and interior anticracking connection mesh sheet 6, the outer steel fabric sheet pass through The outer anticracking connection mesh sheet is connected with the external thermal insulation steel fabric sheet, and the interior steel fabric sheet connects net by the interior anticracking Piece is connected with the steel bar stress of the major structure of construction.Inside and outside anticracking connection mesh sheet adds integrated board filling wall and building The bonding strength of agent structure.

Between the agent structure cast-in-place concrete layer and the agent structure warming plate, the outer cast-in-place concrete layer with Boundary mortar 15 is respectively equipped between the warming plate.Strengthen the adhesive property of warming plate outer surface, more conducively concrete layer with The combination of warming plate, increase the bonding strength of the two.

The major structure of construction is more than the thickness of prefabricated steel wire net rack integrated board plus the thickness of agent structure external thermal insulation Degree.Therefore steel fabric sheet and the steel bar stress in major structure of construction in the interior rectangular form connection of anticracking connection mesh sheet.

As shown in Fig. 2 the prefabricated steel wire net rack integrated board is provided with polylith, the adjacent prefabricated steel wire net rack integrated board The outer steel fabric sheet between by warming plate anticracking connect mesh sheet 12 connect.Need to select for the larger filling wall of area During the prefabricated steel wire net rack integrated board of polylith, warming plate anticracking connection mesh sheet then further increases pre- polylith steel wire net rack integrated board Bonding strength on the outside of the filling wall of formation.

The prefabricated steel wire net rack integrated board is provided with polylith, is provided with and connects between the adjacent inner side concrete layer Seam, the junction of the seam is provided with filler 8.Need to select the prefabricated steel wire net rack one of polylith for the larger filling wall of area During body plate, the interior concrete layer on the inside of adjacent prefabricated steel wire net rack integrated board understands seam in contact position, can influence The connection of contiguous prefabricated steel wire net rack integrated board, and filler can then strengthen the company of the inner side of contiguous prefabricated steel wire net rack integrated board Connect intensity.

The filler is polyurethane exterior wall elasticity building gap-filling glue or polymer mortar.Adhesion strength is good, and elasticity is good, It is anti-aging, high-low temperature resistant, service life length, construct quick and convenient.

The thickness of the prefabricated steel wire net rack integrated board is more than the thickness of the agent structure external thermal insulation.So that pre-manufactured steel Screen frame integrated board is not only connected with agent structure external thermal insulation, and has certain connection with major structure of construction, is increased prefabricated The bonding strength of steel wire net rack integrated board, ensure the bonding strength and stability of filling wall.

The agent structure warming plate, warming plate use expansion polyphenyl plate, extruded polystyrene board, phenolic aldehyde styrofoam or rock wool Plate.With insulation, every combustion, sound absorption the advantages of.

The thickness of the interior concrete layer is 30-40mm;The thickness of the outer cast-in-place concrete layer is 40-60mm. By the design to concrete layer thickness, ensure that the strength grade of concrete layer is identical with the support strength of major structure of construction.

Inside and outside anticracking connection mesh sheet, inside and outside steel fabric sheet and the external thermal insulation steel fabric sheet are respectively steel bar welding net, steel Muscle welds net by network structure of reinforcement welding of the diameter less than 4 ㎜ into spacing for 50-100 ㎜.Increase the bonding strength of mesh sheet.

Embodiment 2, as shown in fig. 6, the major structure of construction 1 is concrete column, concrete column is cast-in-place with agent structure Concrete layer and outer cast-in-place concrete layer one castable, simplify working procedure, shorten the construction period, realize insulation with building Build the agent structure same life-span.Concrete layer is prefabricated in advance in prefabricated steel wire net rack integrated board, and adjacent rack integrated board Between handled by filler docking point, connection is not in crack, and shock resistance is good.The major structure of construction is plus master The thickness of body structure external thermal insulation is equal to the thickness of prefabricated steel wire net rack integrated board, therefore the linear form of interior anticracking connection mesh sheet connects Connect interior steel fabric sheet and the steel bar stress in major structure of construction.It is cast-in-place on the outside of agent structure warming plate outside concrete column The thickness of concrete layer can be more than twice of existing protective layer and finish coat, comply fully with fire protection requirement.

It is as follows for the construction method for the prefabricated steel wire net rack integrated board self-heat conserving structure for filling wall, step:

A, prefabricated steel wire net rack integrated board is made:According to the design of the filling wall displacement of the major structure of construction of construction drawing It is required that prefabricated steel wire net rack integrated board is produced, the procedure of processing of specific prefabricated steel wire net rack integrated board:A, warming plate is cut;b、 Make inside and outside steel fabric sheet;C, oblique cutting steel wire is inserted into warming plate, the both ends of oblique cutting steel wire are respectively by being placed on warming plate The inside and outside steel fabric sheet of both sides is fixed;

B, concrete layer in making:According to the length of prefabricated steel wire net rack integrated board, in prefabricated steel wire net rack one The inner side of plate make in concrete layer, and pour before the concrete of interior concrete layer on interior steel fabric sheet in colligation Anticracking connects mesh sheet;

C, agent structure external thermal insulation is made:According to the length cuts main body structural heat preservation board of major structure of construction, then External thermal insulation steel fabric sheet is made, agent structure warming plate is then inserted into beam column wall oblique inserted wire one end, beam column wall oblique inserted wire is another Hold and be arranged on the external thermal insulation steel fabric sheet connection on the outside of agent structure warming plate;

D, the reinforcing bar colligation preparation of job site:The steel bar stress of first colligation major structure of construction, by agent structure External thermal insulation is arranged on the outside of major structure of construction, and main body is stretched out in the end of beam column wall oblique inserted wire insertion agent structure warming plate The steel bar stress of structural heat preservation board and major structure of construction carries out colligation, and prefabricated steel wire net rack integrated board then is placed on into building The correspondence position of the filling wall of agent structure, then the interior anticracking on interior concrete layer is connected into mesh sheet and major structure of construction Interior steel bar stress colligation connection, mesh sheet is connected by external thermal insulation steel fabric sheet and prefabricated steel wire net rack integrated board by outer anticracking Outer steel fabric sheet colligation connection, finally by cushion block colligation on external thermal insulation steel fabric sheet, outer steel fabric sheet;

E, supporting module:In the outside of prefabricated steel wire net rack integrated board, the outside of agent structure external thermal insulation and building master The exposed side of body structure while supporting module, the outside of the interior side contacts cushion block of template, formwork erection are corrected in place And it is fixed with to connecting bolt;

E, concreting:It is same to the outer cast-in-place concrete layer on the outside of rack integrated board, agent structure cast-in-place concrete layer Shi Jinhang is poured and poured integrally, while also major structure of construction is poured;

G, form removable:Template is removed and reclaimed one by one when concrete strength reaches strength of mould stripping, then to coagulation Soil is conserved.

When the filling wall displacement of major structure of construction is larger, it is necessary to during the prefabricated steel wire net rack integrated board of polylith, in step D, Need to connect outer steel fabric sheet progress colligation of the mesh sheet by contiguous prefabricated steel wire net rack integrated board by warming plate anticracking.Constructing Field cast-in-place is connected between building concrete by warming plate anticracking connection mesh sheet, is increased on the outside of contiguous prefabricated steel wire net rack integrated board Bonding strength.

When the filling wall displacement of major structure of construction is larger, it is necessary to during the prefabricated steel wire net rack integrated board of polylith, treat that template is torn open The junction of the seam between the adjacent inner side concrete layer is blocked with filler after removing.Polylith pre-manufactured steel The interior concrete layer link position meeting seam of the inner side of screen frame integrated board, filler polyurethane exterior wall are built with elasticity Gap-filling glue or polymer mortar can be attached to adjacent interior concrete layer, increase contiguous prefabricated steel wire net rack integrated board The bonding strength of inner side.

Preferred embodiment of the present utility model is the foregoing is only, it is all in this practicality not to limit the utility model Within new spirit and principle, any modification, equivalent substitution and improvements made etc., guarantor of the present utility model should be included in Within the scope of shield.

Claims (7)

1. it is used to filling the prefabricated steel wire net rack integrated board self-heat conserving structure of wall a kind of, including major structure of construction and is arranged on institute State the agent structure external thermal insulation on the outside of major structure of construction, the agent structure external thermal insulation include agent structure warming plate and External thermal insulation steel fabric sheet, it is characterised in that the external thermal insulation steel fabric sheet is arranged on the body junction by beam column wall oblique inserted wire The outside of structure warming plate, the external thermal insulation steel fabric sheet are arranged in agent structure cast-in-place concrete layer;Also include being arranged on institute The prefabricated steel wire net rack integrated board of the filling wall displacement of major structure of construction is stated, the prefabricated steel wire net rack integrated board includes insulation Plate, the interior steel fabric sheet for being arranged on the inside and outside both sides of warming plate, outer steel fabric sheet and the insulation for connecting inside and outside steel fabric sheet Plate oblique cutting steel wire, the inside and outside both sides of the prefabricated steel wire net rack integrated board are respectively equipped with interior concrete layer and outer cast-in-place mixed Solidifying soil layer, the interior steel fabric sheet are arranged in the interior concrete layer, and the outer steel fabric sheet is arranged on described outer existing In pouring concrete layer, the agent structure warming plate, the lateral surface of warming plate are provided with multiple corrugated grooves, the external thermal insulation steel Cushion block is respectively equipped with the outside of silk netting, outer steel fabric sheet.
2. prefabricated steel wire net rack integrated board self-heat conserving structure according to claim 1, it is characterised in that the prefabricated steel wire Rack integrated board is connected with the major structure of construction, agent structure external thermal insulation respectively by bindiny mechanism, the connection machine Structure includes outer anticracking connection mesh sheet and interior anticracking connection mesh sheet, the outer steel fabric sheet connect mesh sheet and institute by the outer anticracking The connection of external thermal insulation steel fabric sheet is stated, the interior steel fabric sheet connects mesh sheet and the major structure of construction by the interior anticracking Steel bar stress connects.
3. prefabricated steel wire net rack integrated board self-heat conserving structure according to claim 1 or 2, it is characterised in that the main body Divide between structure cast-in-place concrete layer and the agent structure warming plate, between the outer cast-in-place concrete layer and the warming plate She You not boundary mortar.
4. prefabricated steel wire net rack integrated board self-heat conserving structure according to claim 1, it is characterised in that the prefabricated steel wire Rack integrated board is provided with polylith, passes through warming plate between the outer steel fabric sheet of the adjacent prefabricated steel wire net rack integrated board Anticracking connection mesh sheet connection.
5. prefabricated steel wire net rack integrated board self-heat conserving structure according to claim 1, it is characterised in that the prefabricated steel wire Rack integrated board is provided with polylith, is provided with seam between the adjacent interior concrete layer, the junction of the seam is provided with Filler.
6. prefabricated steel wire net rack integrated board self-heat conserving structure according to claim 5, it is characterised in that the filler is Polyurethane exterior wall elasticity building gap-filling glue or polymer mortar.
7. prefabricated steel wire net rack integrated board self-heat conserving structure according to claim 1, it is characterised in that the agent structure Warming plate, warming plate use expansion polyphenyl plate, extruded polystyrene board, phenolic aldehyde styrofoam or rock cotton board.
CN201720439355.XU 2017-04-25 2017-04-25 For filling the prefabricated steel wire net rack integrated board self-heat conserving structure of wall CN206681202U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720439355.XU CN206681202U (en) 2017-04-25 2017-04-25 For filling the prefabricated steel wire net rack integrated board self-heat conserving structure of wall

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720439355.XU CN206681202U (en) 2017-04-25 2017-04-25 For filling the prefabricated steel wire net rack integrated board self-heat conserving structure of wall

Publications (1)

Publication Number Publication Date
CN206681202U true CN206681202U (en) 2017-11-28

Family

ID=60403218

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720439355.XU CN206681202U (en) 2017-04-25 2017-04-25 For filling the prefabricated steel wire net rack integrated board self-heat conserving structure of wall

Country Status (1)

Country Link
CN (1) CN206681202U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107989258A (en) * 2017-12-19 2018-05-04 苏州市世好建材新技术工程有限公司 A kind of prefabricated panel
CN109505373A (en) * 2018-09-03 2019-03-22 安徽安保新型节能建材科技有限公司 Prefabricated float builds floor heat-preservation sound-insulation board and its laying method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107989258A (en) * 2017-12-19 2018-05-04 苏州市世好建材新技术工程有限公司 A kind of prefabricated panel
CN109505373A (en) * 2018-09-03 2019-03-22 安徽安保新型节能建材科技有限公司 Prefabricated float builds floor heat-preservation sound-insulation board and its laying method

Similar Documents

Publication Publication Date Title
CN100445488C (en) Hollow member for cast-in-situ concrete moulding
CN100537918C (en) A kind of die-shell member for filling concrete
CN101041980B (en) Lightweight plaster wall and integral pouring procedure thereof
WO2003050363A1 (en) An mould element for making a reinforced concrete floor of space structure
CN100396860C (en) Concrete building combined with heat insulating framework and its construction method
CN100587184C (en) Fibre reinforced plastic-steel pipe-concrete column
US20020043045A1 (en) Modular panels for building construction
CN201071566Y (en) Fiber-reinforced plastic-steel pipe-concrete column
CN105298015B (en) The architectural surface light-weight aseismatic partition plate integrated with wall and preparation method
CN102691366A (en) Precast concrete self-insulating shear wall and assembly type concrete building shear wall structure
CN102900162A (en) Heat-insulation fireproof integral wallboard and manufacturing method thereof
CN103437439A (en) Prefabricated steel wire net rack thermal insulation plate, manufacturing method of prefabricated steel wire net rack thermal insulation plate and construction method of prefabricated steel wire net rack thermal insulation plate
CN102094520A (en) Mandrel for concrete filling
CN202809892U (en) Precast concrete self-insulating shear wall and assembly type concrete building shear wall structure
CN107100299A (en) A kind of non-dismantling formwork composite exterior wall and its method of construction
CN105714943B (en) Exterior-wall heat insulation reinforcement composite plate, heat-preserving wall integral structure and construction method
CN101906874A (en) Concrete pore-forming core mould
CN105507462B (en) Have both the combined wall and its construction method of load-bearing and heat insulation function
CN103669730B (en) A kind of lightweight steel tube concrete superposed column for steel building and construction method
CN105019601A (en) Stay-in-place precast concrete heat-preservation frame column mould
RU134968U1 (en) Block formwork unit (options)
CN205742599U (en) Transverse tie rod type connection compound concrete shear wall
CN101413312B (en) Core die for concrete filling
CN101318350A (en) Concrete cavity die component forming method
CN100412284C (en) Hollow carcass used for cast-in-situs concrete filling

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant