CN209353504U - A kind of assembled architecture composite internal partition plate - Google Patents

A kind of assembled architecture composite internal partition plate Download PDF

Info

Publication number
CN209353504U
CN209353504U CN201821467810.8U CN201821467810U CN209353504U CN 209353504 U CN209353504 U CN 209353504U CN 201821467810 U CN201821467810 U CN 201821467810U CN 209353504 U CN209353504 U CN 209353504U
Authority
CN
China
Prior art keywords
partition plate
foamed concrete
internal partition
insulation board
composite internal
Prior art date
Legal status (The legal status 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 status listed.)
Active
Application number
CN201821467810.8U
Other languages
Chinese (zh)
Inventor
回丽丽
叶武平
范金霞
刘代华
贾云香
徐达
吴晟
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
CONSTRUCTION BUILDING MATERIALS INSTITUTE Ltd
DAYUAN JIANYE GROUP Co Ltd
Original Assignee
CONSTRUCTION BUILDING MATERIALS INSTITUTE Ltd
DAYUAN JIANYE GROUP Co Ltd
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 CONSTRUCTION BUILDING MATERIALS INSTITUTE Ltd, DAYUAN JIANYE GROUP Co Ltd filed Critical CONSTRUCTION BUILDING MATERIALS INSTITUTE Ltd
Priority to CN201821467810.8U priority Critical patent/CN209353504U/en
Application granted granted Critical
Publication of CN209353504U publication Critical patent/CN209353504U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Building Environments (AREA)

Abstract

The utility model provides a kind of assembled architecture composite internal partition plate, the composite internal partition plate is sandwich construction, outer layer is foamed concrete, middle layer is insulation board, outer layer foamed concrete all coats middle layer insulation board, and one layer of grid cloth is equipped with inside the foamed concrete layer at the upper and lower surfaces 5mm apart from outer layer foamed concrete.The assembled architecture composite internal partition plate structure of the utility model is firmer, has higher intensity and better effect of prestressed, has smaller density, and take full advantage of waste resource.

Description

A kind of assembled architecture composite internal partition plate
Technical field
The utility model relates to a kind of construction material, especially a kind of building composite internal partition plate.
Background technique
China greatly develops assembled architecture, assembled architecture main structure technology relative maturity, but building enclosure at present It is relatively lagged behind with component component and technology, the sheet material of assembled architecture enclosed structure lacks, and solves building enclosure material Material is a very important ring in current assembled architecture development process.The inner partition plate of assembled architecture enclosed structure will expire The requirement such as sufficient lightweight, sound insulation, waterproof, fire resisting, but inner partition plate type is single at present.
Meanwhile China's construction material just develops towards environmental protection economical, comprehensive utilization of resources type, makes full use of waste resource Developing New Building Materials is a big developing direction.Foamed concrete is a kind of useless benefit, environmental protection, energy saving, price is low, performance Good novel heat insulation heat-barrier material, it is compared with air entrained concrete, can natural curing harden, steam pressure is generally not required to, without aerating The energy consumption of concrete steam pressure and huge equipment investment, production is simple, and investment is small, and foamed concrete can be produced into factory Various products, moreover it is possible to site operation, it is directly cast-in-place at roofing, ground and wall, foamed concrete product it is wide in variety. It does the less of light weight board in existing plate using foamed concrete, is primarily due to most of foamed concretes that do at present Producer concentrates on insulation board field, and intensity is lower;In addition, current autoclaved aerated concrete slab, production technology is complicated, needs to adopt With steam pressure mode, energy consumption is high, while shrinking greatly, and waterproof ability is low;The comprehensive utilization of the solid waste such as mixing plant waste residue, CHARACTERISTICS OF TAILINGS SAND Added value is low, and application mode is single.
The less of light weight board is done in current plate using foamed concrete, is primarily due to most of at present send out The producer of bubble concrete concentrates on insulation board field, and intensity is lower, in addition, being able to satisfy under conditions of intensity, density allows of no optimist, In addition, part is able to satisfy the product of performance requirement, production technology is complicated, needs using steam pressure mode, energy consumption is high.
Therefore, it is necessary to solve the problems, such as assembled architecture enclosed structure plate gaps in market, a kind of lightweight, guarantor are provided The partition plate of the high-quality performance such as temperature, sound insulation, fire resisting;And make full use of mixing plant waste residue, CHARACTERISTICS OF TAILINGS SAND solid waste, protection ring Border promotes the performance of foamed concrete, accomplishes high-strength light using resource, meets enclosed structure timber intensity and density Equilibrium problem, while keeping production mode simply energy saving.
Summary of the invention
The purpose of the utility model is to overcome above-mentioned technical problem, a kind of building composite internal partition plate and its preparation side are provided Method.
The purpose of this utility model is achieved by the following technical solution.
A kind of composite internal partition plate, which is characterized in that the compound internal partition wall is sandwich construction, and outer layer is foaming coagulation Soil, middle layer are insulation board, and outer layer foamed concrete all coats middle layer insulation board, apart from outer layer foamed concrete One layer of grid cloth is respectively equipped with inside foamed concrete layer at upper and lower surfaces 5mm.
Further, according to the composite internal partition plate, which is characterized in that described in inner partition plate width direction Insulation board is 10-20cm with a distance from outer layer foamed concrete end outer surface.
Further, according to the composite internal partition plate, which is characterized in that the mesh of the grid cloth is 5mm- 10mm。
Further, according to the composite internal partition plate, which is characterized in that the lower surface of the insulation board has n Groove, insulation board upper surface have the groove of n+1, and wherein n is natural number more than or equal to 1, groove in insulation board upper surface and It is uniformly distributed on lower surface.The cross section of the groove can be rectangle, trapezoidal or other shapes.
Further, according to the composite internal partition plate, which is characterized in that the lower surface of the insulation board has 1 Groove, positioned at the middle position of insulation board lower surface;Insulation board upper surface has 2 grooves, is based on upper surface groove two The symmetrical position in side, preferably 2 groove distance insulation board threshold values are 10cm.
Further, according to the composite internal partition plate, which is characterized in that the depth of groove is 1-2cm.
Further, according to the composite internal partition plate, which is characterized in that the composite internal partition plate is in length direction On two end faces, there is in first end face the bulge-structure through whole length direction, run through whole length in second end face Groove structure on direction, the protrusion and groove are that can mutually form Tenon cooperation.
Further, according to the composite internal partition plate, which is characterized in that the outer layer foamed concrete includes: silicon Acid salt cement 40-50%, waste resource admixture 20-30%, water 18-27% and water-reducing agent, hydrophober, foaming agent, foam stabilizing Agent, the foamed concrete are prepared mixing by raw material, are stirred, wherein the waste resource admixture is selected from flyash, stirs Mix the in combination of any two or more in station waste residue powder and CHARACTERISTICS OF TAILINGS SAND.
Further, the utility model also provides a kind of preparation method for being used to prepare the composite internal partition plate, packet It includes:
Step 1 prepares foamed concrete, which includes: portland cement 40-50%, waste resource blending Expect 20-30%, water 18-27% and water-reducing agent, hydrophober, foaming agent, foam stabilizer, wherein the waste resource admixture is In combination of any two or more in flyash, mixing plant waste residue powder and CHARACTERISTICS OF TAILINGS SAND;
Step 2, installation mold, according to predetermined position fixed mesh cloth and insulation board;
The foamed concrete is poured into mold, demoulding after 12-24 hours by step 3;
It is conserved after step 4, demoulding, natural curing or steam curing can be taken to add the mode of natural curing.
Further, the utility model also provides another preparation method for being used to prepare the composite internal partition plate, Include:
Step 1 prepares foamed concrete, which includes: portland cement 40-50%, waste resource blending Expect 20-30%, water 18-27% and water-reducing agent, hydrophober, foaming agent, foam stabilizer, wherein the waste resource admixture For the in combination of any two or more in flyash, mixing plant waste residue powder and CHARACTERISTICS OF TAILINGS SAND;
Step 2, installation mold;
Step 3 successively pours, and first pours the foamed concrete of 5mm, and layer overlay grid cloth continues to pour foaming Concrete should extremely place the position of center insulation board, place center insulation board, continue to pour foamed concrete to apart from mold table At the 5mm of face, one layer of grid cloth is repaved, then pours foamed concrete to filling up mold;
It is conserved after step 4, demoulding, natural curing or steam curing can be taken to add the mode of natural curing.
For the foamed concrete, wherein the mixing plant waste residue refers to the waste material of concrete mixing plant output, warp It is separated by solid-liquid separation remaining solid waste, main become of mixing plant waste residue is divided into unhydrated cement granules, admixture particle, with And the cement granules of part aquation and complete aquation.The mixing plant waste residue powder is by mixing plant waste residue by drying, at grinding What reason obtained.The CHARACTERISTICS OF TAILINGS SAND refers to dressing plant under the conditions of specific economic technology, by grinde ore, after choosing useful component The waste of discharge, such as copper tailing, iron tailings.Wherein, any of water-reducing agent dawn known to those skilled in the art subtracts Aqua, such as ligno-sulfate based plasticizer, naphthalene sulfonate water-reducing agent, melamine water reducing agent;The hydrophober is this field skill Any hydrophober that art personnel are known, such as paraffin, metallic complex salt, organic siliconresin, derivative of fatty acid;The foam stabilizer Any foam stabilizer of dawn known to those skilled in the art, such as polyacrylamide, polyvinyl alcohol macromolecular substances foam stabilizer, silicon Resin polyethers type of latex type foam stabilizer, nonionic surfactants such as alkylolamides etc.;The foaming agent is those skilled in the art Any foamed concrete foaming agent that member is known, such as rosin tree lipid foaming agent, synthetic surfactant class foaming agent, albumen Matter class foaming agent etc..
Further, according to the foamed concrete, which is characterized in that the foamed concrete includes following weight proportion Raw material: portland cement 40-50%, waste resource admixture 20-30%, water-reducing agent 0.07-0.59%, hydrophober 0.05- 0.17%, foaming agent 1.71-2.52%, foam stabilizer 0.2-0.56% and water 18-27%, the foamed concrete are prepared mixed by raw material It closes, stir, wherein the waste resource admixture is any in flyash, mixing plant waste residue powder and CHARACTERISTICS OF TAILINGS SAND Two or more combination
Further, according to the foamed concrete, the waste resource admixture preferably includes mixing plant waste residue powder And CHARACTERISTICS OF TAILINGS SAND.Wherein, mixing plant waste residue powder and CHARACTERISTICS OF TAILINGS SAND can be mixed with arbitrary proportion, preferably mixing plant waste residue powder and CHARACTERISTICS OF TAILINGS SAND Mass ratio is 11:6.
Further, according to the foamed concrete, the waste resource admixture preferably includes flyash, mixing plant Waste residue powder and CHARACTERISTICS OF TAILINGS SAND.Wherein, flyash, mixing plant waste residue powder and CHARACTERISTICS OF TAILINGS SAND can be mixed with arbitrary proportion, preferably flyash and 70% or more mixing plant waste residue powder quality accounting.
Further, according to the foamed concrete, which further includes that weight proportion is 5-5.9% Quick hardening sulphoaluminate cement.
Further, according to the foamed concrete, wherein the mixing plant waste residue powder is located in advance by drying, grinding It is used after reason as raw material.
Further, according to the foamed concrete, wherein the CHARACTERISTICS OF TAILINGS SAND is handled by sieving, and control partial size exists 2mm or less.The CHARACTERISTICS OF TAILINGS SAND can be iron tailings sand, copper tailing sand, Pb-Zn tailings sand etc., preferably iron tailings sand.CHARACTERISTICS OF TAILINGS SAND Partial size is preferably handled CHARACTERISTICS OF TAILINGS SAND by the sieving of 1.18mm sieve, i.e. control CHARACTERISTICS OF TAILINGS SAND by controlling CHARACTERISTICS OF TAILINGS SAND sieving Partial size is in 1.18mm or less.
Further, according to the foamed concrete, wherein it is 60-90%'s that the foaming agent, which preferably includes purity, Tea Saponin and be selected from least one of neopelex, dodecyl sodium sulfate;The foam stabilizer is preferably hard Resin acid calcium.Wherein, Tea Saponin and can appoint selected from least one of neopelex or dodecyl sodium sulfate The mixing of meaning ratio, being compared using the foaming agent has better performance pressure resistance using foamed concrete made from other foaming agents The mass ratio of the performances such as degree and dry density, more preferable Tea Saponin and neopelex is 3:1, using the foaming of the ratio The foamed concrete performance that agent is prepared is best.
The utility model also provides a kind of preparation method for being used to prepare the foamed concrete, which comprises
Foamed concrete raw material main material is according to dosage added in blender and premixes by step 1, stir about 30-60s mixing Uniformly, main material mixture is formed, the raw material main material includes portland cement, waste resource admixture, can also further be wrapped Include quick hardening sulphoaluminate cement;
Step 2 according to dosage premixes water-reducing agent, hydrophober, water, and stir about 1min is uniformly mixed, and it is mixed to form liquor It is fit;
The liquor mixture made from step 3, step 2 is added in the main material mixture made from step 1, is stirring Cement slurry is stirred to obtain in machine;
Step 4 according to dosage weighed foaming agent will be diluted to obtain foaming agent dilution, and foam stabilizer is added, then puts Enter the foam solution that foams in foaming machine to obtain;
The foam solution made from step 4 is added in the cement slurry made from step (3) step 5, in blender In continue stir 1.5-2.5min, be after mixing final foamed concrete slurry.
Further, according to the preparation method of the foamed concrete, wherein control the density of foam in step 4 For 40-55g/L.Specifically, the density of foam can be controlled by the logical liquid speed degree of foaming machine.
The foamed concrete takes full advantage of waste resource flyash, stirring compared to what existing foamed concrete utilized Waste pulp of standing and CHARACTERISTICS OF TAILINGS SAND, and the foamed concrete is with higher-strength and compared with low-density, is suitable for being used in assembled architecture wallboard.
The compound internal partition of the utility model makes it have better intensity and structural behaviour using the structure, using institute It states foamed concrete and makes it have the high-quality performances such as lightweight, heat preservation, sound insulation, fire resisting, intensity height, the composite inner wall of the utility model Partition meets the equilibrium problem of enclosed structure timber intensity and density;Production method is simply energy saving, and makes full use of mixing plant Waste residue powder, CHARACTERISTICS OF TAILINGS SAND solid waste protect environment, utilize resource.
Detailed description of the invention
Fig. 1 show the composite internal partition plate structure of specific embodiment of the utility model a kind of in the width direction on cross Schematic cross-section;
Fig. 2 shows a kind of preparation flow figures of the composite internal partition plate of specific embodiment of the utility model;
Fig. 3 shows the preparation flow figure of the composite internal partition plate of the utility model another kind specific embodiment;
Fig. 4 show a kind of specific embodiment of the utility model include foamed concrete preparation step it is compound in every The preparation flow figure of wallboard.
Wherein, the appended drawing reference in attached drawing 1 respectively represents:
1- foamed concrete layer, 2- insulation board, 3- grid cloth, 4- groove, 5- foamed concrete layer end face.
Specific embodiment
In order to enable the purpose of this utility model, technical solution and advantage become apparent, retouch in detail below with reference to accompanying drawings State example embodiment according to the present utility model.Obviously, described embodiment is only that a part of the utility model is implemented Example, rather than the whole embodiments of the utility model, it should be appreciated that the utility model is not by the limit of example embodiment described herein System.Based on embodiment described herein, those skilled in the art are obtained in the case where not making the creative labor All other embodiment should all be fallen within the protection scope of the utility model.In the present description and drawings, it will use identical Appended drawing reference indicate substantially the same element and function, and duplicate explanation to these elements and function will be omitted.This Outside, for clarity and brevity, it is convenient to omit for the explanation of function and construction known in the art.
In conjunction with shown in attached drawing 1, a kind of composite internal partition plate of specific embodiment of the utility model, the compound internal partition wall Plate has the construction of similar sandwich structure, and outer layer is foamed concrete layer 1, and middle layer is insulation board 2, outer layer foamed concrete The upper surface, lower surface and side of middle layer insulation board are all encased, in the upper surface apart from outer layer foamed concrete under One layer of grid cloth 3 is respectively equipped with inside foamed concrete layer at the 5mm of surface.The specification of insulation board can according to GB/T10801.1, The setting of the relevant criterions such as GB/T10801.2, GB/T11835, outer layer foamed concrete specification can be according to close in JG/T266 standard Degree grade is A07, and strength grade is the standard of C5 to be arranged.In inner partition plate width direction, the insulation board is sent out from outer layer Concrete layer end face 5 is steeped apart from for 10-20cm.The mesh of the grid cloth is 5mm-10mm, and plate surface production can be effectively prevented Raw crack.Wherein, the lower surface of the insulation board has 1 groove 4, positioned at the middle position of insulation board lower surface;Insulation board Upper surface has 2 grooves 4, is based on the symmetrical position in upper surface groove two sides, is preferably from insulation board threshold value 10cm, the depth of groove are 1-2cm, and setting groove increases the mechanical snap power of insulation board and foam concrete, whole Property enhancing, improve anti-bending bearing capacity.Two end faces of the composite internal partition plate in the longitudinal direction have in first end face Bulge-structure through whole length direction, the groove structure in second end face on whole length direction, the protrusion and Groove is that can mutually form Tenon cooperation.Wherein, the outer layer foamed concrete includes: portland cement 40-50%, discards Resource admixture 20-30%, water 18-27% and water-reducing agent, hydrophober, foaming agent, foam stabilizer, the foamed concrete is by original Material is prepared mixing, is stirred, wherein the waste resource admixture is selected from flyash, mixing plant waste residue powder and CHARACTERISTICS OF TAILINGS SAND In in combination of any two or more foamed concrete.Using the foamed concrete, solid waste is fully utilized Object solves the problems, such as environmental pollution improvement, and is able to satisfy intensity and density conditions requirement, ensure that properties of product.
In conjunction with shown in attached drawing 2, a kind of preparation method of the composite internal partition plate of specific embodiment of the utility model, tool Body includes:
Step 1 prepares foamed concrete, which includes: portland cement 40-50%, waste resource blending Expect 20-30%, water 18-27% and water-reducing agent, hydrophober, foaming agent, foam stabilizer, wherein the waste resource admixture For the in combination of any two or more in flyash, mixing plant waste residue powder and CHARACTERISTICS OF TAILINGS SAND;
Step 2, installation mold, according to predetermined position fixed mesh cloth and insulation board, wherein the mold is according to design side Case is made, and mould inside space makes the composite interior wallboard of pouring molding have external structure as described above;Insulation board is consolidated Due to mold center position, the position of insulation board is fixed by penetrating plastic anchor bolt in mold side;Apart from mould inside Upper and lower surfaces 5mm at fix the grid cloth respectively, pasted on grid cloth a certain number of with a thickness of 5mm, length Width is respectively that the plastics minipad progress position of 10mm is fixed;
The foamed concrete being prepared is poured into mold, demoulding after 12-24 hours by step 3;
Step 4, maintenance, the mode that natural curing and Quick steam can be taken to conserve as needed, wherein natural curing Mode are as follows: the test specimen touched will have been torn open and be put into natural environment overlay film maintenance by 28 days, the mode of Quick steam maintenance are as follows: will tear open The test specimen touched is put into the steam ambient that temperature is 60-80 DEG C and conserves 12 hours or more.
In conjunction with shown in attached drawing 3, another kind is used to prepare the specific preparation method of the composite internal partition plate of the utility model, packet It includes:
Step 1 prepares foamed concrete, which includes: portland cement 40-50%, waste resource blending Expect 20-30%, water 18-27% and water-reducing agent, hydrophober, foaming agent, foam stabilizer, wherein the waste resource admixture is In combination of any two or more in flyash, mixing plant waste residue powder and CHARACTERISTICS OF TAILINGS SAND;
Step 2, installation mold, wherein the mold is made according to design scheme, mould inside space makes pouring molding Composite interior wallboard have external structure as described above;
Step 3 successively pours, installation mold, successively pours foamed concrete and places grid cloth and insulation board, specially First pour the foamed concrete of 5mm, layer overlay grid cloth, center insulation board should extremely be placed by continuing to pour foamed concrete Position, place center insulation board, continue to pour foamed concrete at die surface 5mm, repave one layer of grid cloth, so After-pouring foamed concrete is to filling up mold, demoulding after 12-24 hours;
It is conserved after step 4, demoulding, natural curing or steam curing can be taken to add the mode of natural curing.
In conjunction with shown in attached drawing 4, a kind of preparation method of the composite internal partition plate of specific embodiment of the utility model, tool Body includes the above-mentioned attached preparation step shown in Fig. 2 of combination, wherein the step of preparing the foamed concrete include:
Foamed concrete raw material main material is according to dosage added in blender and premixes by step 1, stir about 30-60s mixing Uniformly, main material mixture is formed, the raw material main material includes portland cement, waste resource admixture, can also further be wrapped Include quick hardening sulphoaluminate cement;
Step 2 according to dosage premixes water-reducing agent, hydrophober, water, and stir about 1min is uniformly mixed, and it is mixed to form liquor It is fit;
The liquor mixture made from step 3, step 2 is added in the main material mixture made from step 1, is stirring Cement slurry is stirred to obtain in machine;
Step 4 according to dosage weighed foaming agent will be diluted to obtain foaming agent dilution, and foam stabilizer is added, then puts Enter the foam solution that foams in foaming machine to obtain;
The foam solution made from step 4 is added in the cement slurry made from step (3) step 5, in blender In continue stir 1.5-2.5min, be after mixing final foamed concrete slurry.
Further, according to the preparation method of the foamed concrete, wherein control the density of foam in step 4 For 40-55g/L.Specifically, the density of foam can be controlled by the logical liquid speed degree of foaming machine.
The utility model is made the composite internal partition plate of the foamed concrete, and to its compression strength, Surface density and shock resistance are tested.Wherein, the detection method of compression strength are as follows: according to the side of JGJ 169-2016 Method is tested using pressure testing machine.The detection method of surface density is that sample is existed according to the method in JGJ 169-2016 Drying to constant weight in drying box.The test method of shock resistance is to be tested according to the method in JGJ 169-2016, is used The sand pocket of 30kg impacts plate face.
Table 1 lists the raw material proportioning table of the sample segment of foamed concrete described in the utility model, wherein each raw material changes It is counted as mass percent expression.Table 2 lists the corresponding property inspection using the composite internal partition plate of listed foamed concrete in table 1 Survey result.Table 3 lists the nature examination result of 3 kinds of solid inner partition plates.Data show, the compound internal partition wall of the utility model Plate has smaller surface density and stronger shock resistance compared to solid inner partition plate.
1 foamed concrete raw material proportioning table (unit: mass percent) of table
2 the utility model composite internal partition plate nature examination data of table
Number Compression strength MPa Surface density (100mm is thick) kg/m3 Shock resistance/time
F1 5.8 37 ≥10
F2 6.3 40 ≥10
F3 5.1 36 ≥10
The solid inner partition plate nature examination data of table 3
Number Compression strength MPa Surface density (90mm is thick) kg/m3 Shock resistance/time
S1 5.8 65 ≥10
S2 6.3 68 ≥10
S3 5.1 62 ≥10
The utility model is not limited to the above embodiment, without departing substantially from the substantive content of the utility model, It may occur to persons skilled in the art that any deformation, improvement, replacement each fall in the scope of the utility model.

Claims (7)

1. a kind of assembled architecture composite internal partition plate, which is characterized in that the composite internal partition plate is sandwich construction, and outer layer is Foamed concrete, middle layer are insulation board, and middle layer insulation board is all coated, foamed apart from outer layer by outer layer foamed concrete One layer of grid cloth is respectively equipped with inside foamed concrete layer at the upper and lower surfaces 5mm of concrete.
2. assembled architecture composite internal partition plate according to claim 1, which is characterized in that in inner partition plate width direction On, the insulation board is 10-20cm with a distance from outer layer foamed concrete end outer surface.
3. assembled architecture composite internal partition plate according to claim 1, which is characterized in that the mesh of the grid cloth is 5mm-10mm。
4. assembled architecture composite internal partition plate according to claim 1, which is characterized in that the lower surface of the insulation board With n groove, insulation board upper surface has the groove of n+1, and wherein n is the natural number more than or equal to 1, and groove is on insulation board It is uniformly distributed on surface and lower surface.
5. assembled architecture composite internal partition plate according to claim 4, which is characterized in that the lower surface of the insulation board With 1 groove, positioned at the middle position of insulation board lower surface, insulation board upper surface has 2 grooves, is based on upper surface The symmetrical position in groove two sides.
6. assembled architecture composite internal partition plate according to claim 4 or 5, which is characterized in that the depth of groove is 1-2cm。
7. -5 any assembled architecture composite internal partition plate according to claim 1, which is characterized in that it is described it is compound in every Two end faces of wallboard in the longitudinal direction have the bulge-structure through whole length direction, second end face in first end face The upper groove structure on whole length direction, the protrusion and groove are that can mutually form Tenon cooperation.
CN201821467810.8U 2018-09-07 2018-09-07 A kind of assembled architecture composite internal partition plate Active CN209353504U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201821467810.8U CN209353504U (en) 2018-09-07 2018-09-07 A kind of assembled architecture composite internal partition plate

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201821467810.8U CN209353504U (en) 2018-09-07 2018-09-07 A kind of assembled architecture composite internal partition plate

Publications (1)

Publication Number Publication Date
CN209353504U true CN209353504U (en) 2019-09-06

Family

ID=67779605

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201821467810.8U Active CN209353504U (en) 2018-09-07 2018-09-07 A kind of assembled architecture composite internal partition plate

Country Status (1)

Country Link
CN (1) CN209353504U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108951949A (en) * 2018-09-07 2018-12-07 大元建业集团股份有限公司 A kind of assembled architecture composite internal partition plate and preparation method thereof
CN110878600A (en) * 2019-11-27 2020-03-13 山东建筑大学 Desulfurized gypsum based composite light wallboard and splicing method thereof

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108951949A (en) * 2018-09-07 2018-12-07 大元建业集团股份有限公司 A kind of assembled architecture composite internal partition plate and preparation method thereof
CN108951949B (en) * 2018-09-07 2023-09-12 大元建业集团股份有限公司 Assembled building composite inner partition plate and preparation method thereof
CN110878600A (en) * 2019-11-27 2020-03-13 山东建筑大学 Desulfurized gypsum based composite light wallboard and splicing method thereof

Similar Documents

Publication Publication Date Title
Nambiar et al. Influence of filler type on the properties of foam concrete
CN109133789B (en) Foamed concrete, preparation method thereof and assembled building member adopting foamed concrete
CN110304876A (en) A kind of complete gently haydite concrete and preparation method thereof
CN105777039A (en) Phosphogypsum-based light-weight insulation board and preparation method thereof
TW201841864A (en) Concrete, a dry mixture for the preparation of this concrete, and a method for the preparation of this concrete
CN103242012B (en) A kind of foamed concrete based on shale pottery
CN106116355A (en) A kind of environmental protection lightweight aggregate concrete and preparation method thereof
CN103102136B (en) A kind ofly light concrete waste is utilized to prepare the method for insulating light wall slab
CN209353504U (en) A kind of assembled architecture composite internal partition plate
CN109503080A (en) A kind of foamed fibre concrete
CN110066158A (en) Lightweight self-compacting concrete and preparation method thereof
CN102219451B (en) Polystyrene particle-rubber particle-pumice stone composite lightweight aggregate concrete and preparation method thereof
CN112624671A (en) On-site preparation method of underwater foam light soil
CN108585945A (en) A kind of concrete brick and preparation method thereof based on shell
Dhemla et al. Experimental investigation of light weight concrete using sintered fly ash aggregates
CN107721287A (en) A kind of diatomite modified concrete and preparation method thereof
CN209353521U (en) A kind of assembled architecture compound external wall panel
CN105884297A (en) Novel concrete and preparation method thereof
CN109400066A (en) A kind of photovoltaic High Strength Regenerated Concrete tubular pole and preparation method thereof
CN108951949A (en) A kind of assembled architecture composite internal partition plate and preparation method thereof
CN105062111A (en) Light partition board and preparation method thereof
CN108951964A (en) A kind of assembled architecture compound external wall panel and preparation method thereof
CN110498642A (en) A kind of sandwich parts light energy conservation material, preparation method and applications
CN109053085A (en) A kind of regeneration concrete and preparation method thereof
CN114751680A (en) Preparation method of recycled aggregate and recycled concrete load-bearing building block

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant