CN204163266U - The large plate of hollow lath component building hollow wall - Google Patents
The large plate of hollow lath component building hollow wall Download PDFInfo
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- CN204163266U CN204163266U CN201420394171.2U CN201420394171U CN204163266U CN 204163266 U CN204163266 U CN 204163266U CN 201420394171 U CN201420394171 U CN 201420394171U CN 204163266 U CN204163266 U CN 204163266U
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- 239000000463 material Substances 0.000 claims abstract description 44
- 238000010276 construction Methods 0.000 claims abstract description 42
- 239000004744 fabric Substances 0.000 claims abstract description 31
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 20
- 239000004568 cement Substances 0.000 claims abstract description 20
- 239000010959 steel Substances 0.000 claims abstract description 20
- 239000011398 Portland cement Substances 0.000 claims abstract description 19
- 239000004567 concrete Substances 0.000 claims description 23
- 239000000725 suspension Substances 0.000 claims description 17
- 239000003292 glue Substances 0.000 claims description 3
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- 230000008023 solidification Effects 0.000 abstract 1
- 238000004519 manufacturing process Methods 0.000 description 12
- 230000008901 benefit Effects 0.000 description 6
- 238000005192 partition Methods 0.000 description 6
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- 230000008859 change Effects 0.000 description 4
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- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
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- 238000005265 energy consumption Methods 0.000 description 2
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- 238000009435 building construction Methods 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
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- 239000011150 reinforced concrete Substances 0.000 description 1
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Abstract
The utility model discloses the large plate of a kind of hollow lath component building hollow wall, be made up of hollow lath, portland-type cement pea gravel concreten, portland cement gelating material, cage of reinforcement, steel fabric sheet, fibrous mesh cloth; It is hollow lath that its wall big slab fills out heartwood material, and hollow lath has multiple above hollow hole along the length direction; Its solidification material is portland cement pea gravel concreten, portland cement gelating material, structural reinforcement material is cage of reinforcement, steel fabric sheet, fibrous mesh cloth, and described heartwood material of filling out solidifies the large plate of combination formation construction wall by reinforcing bar pea gravel concreten and portland cement gelating material parcel.The utility model makes construction work wall construction realize the replacement hollow lath scene splicing installation of building hollow wall large plate motorization assembly construction technology and other building material scene group block technique.Shorten the total construction period 40%-50% of building, and fundamentally solve metope distortion problem of Cracking.
Description
Technical field
The utility model relates to the large plate of a kind of hollow lath component building hollow wall, belonging to building material technical field, is about the large plate of hollow lath component building hollow wall made that matched by building partition hollow lath, portland cement concrete, portland cement gelating material, cage of reinforcement, steel fabric sheet, fibrous mesh cloth.
Background technology
Along with deepening continuously of China's materials for wall reform and constantly bringing forth new ideas and progress of construction wall technology, construction material takes leave of tradition " Qin brick and Han tile " epoch of two thousand years substantially.Various novel wall material releases one after another, various in style, provide strong skill upgrading space to the change of modern architecture system, but yet also exists to some extent as unstable product quality, the loaded down with trivial details and cost of constructing cross high problems simultaneously.Because the quality and price that decide walling product because of the production technology of various materials for wall and the difference of raw materials for production also exist larger difference, more directly affect quality and the cost of construction work.As can be seen from the many new wall material products applied at present, be mostly still difficult to meet Architectural Design Requirements and building using function requirement and energy-saving and environmental protection simultaneously, low cost requires.Especially in walling product formation large-scale industrial production, the production technology of overwhelming majority construction wall material is difficult to standardization, standardization, factorial praluction in enormous quantities, and human cost is too high, large this of labour intensity also just constrains that walling production industry is difficult to form scale and benefit to a great extent and the walling product price that causes is too high.Finally cause new wall material to be difficult to large area popularize and apply and to economize on resources popularizing of new technology of energy at building field, constrain the further deeper technological change of modern activity especially.
In the many novel wall material products now released, its technology maturation and the walling of function admirable will belong to " light weight concrete construction hollow lath " for building.This wallboard take portland cement as " the light weight concrete construction hollow lath " for building that cementitious material, steam power station high-temperature quenching slag etc. are light aggregate, chopped strand is enhancing material.Although it solves many drawbacks existed as tradition and modernity building material and so on, finish the traditional architecture pattern of " Qin brick and Han tile ", but it still needs to carry out scene splicing installation after construction work concrete frame structure construction completes, needing longer subsequent construction duration and the circulation material that causes building construction process a large amount of and equipment like this takies for a long time, finally causes cost of construction naturally too high and cannot reduce.For some fatal defects that above-mentioned many masonry classes and sheet material class materials for wall exist, we do not make comparisons to masonry class material temporarily, " light weight concrete construction hollow lath " for building mainly for current techniques relative maturity is analyzed, and this wallboard key exists metope cracking and the large subject matter of in-site installation loaded down with trivial details two.Current " light weight concrete construction hollow lath " is the same with all Light trabses that gone on the market, install after its metope cracking common fault be due to product itself exist defect and produce and in-site installation work progress in difficult quality control caused.Be greater than concrete drying shrinkage value because Light trabs itself exists dry contraction, before dispatching from the factory, curing time and production batch can not the impacts of Complete Synchronization in addition.Particularly in installation process, the control measure of each operation not exclusively put in place again, many difficult problems such as the common quality defect finally causing Light trabs partition wall ubiquity metope to ftracture and existence construction complexity, the very crux being difficult to comprehensive large scale application of current building light-weight wallboard existence that Here it is.
Summary of the invention
The purpose of this utility model is the shortcoming that metope ftractures and field installation process is complicated, body of wall factorial praluction degree is low for " light weight concrete construction hollow lath " partition wall existence for building at present, there is provided one with hollow lath for filling out heartwood material, portland cement pea gravel concreten for solidifying material, with cage of reinforcement, steel fabric sheet and fibrous mesh cloth for combining structure strengthens material, by the large plate of a kind of hollow lath component building hollow wall that advanced reasonable process processing and fabricating is shaping.
The technical solution of the utility model is: the large plate of a kind of hollow lath component building hollow wall, be made up of hollow lath, portland-type cement pea gravel concreten, portland cement gelating material, cage of reinforcement, steel fabric sheet and fibrous mesh cloth, it is characterized in that: hollow lath is polylith, be neatly arranged in cage of reinforcement regularly; The one side of hollow lath is provided with fibrous mesh cloth, itself and hollow lath is bonded together by portland cement gelating material; The another side of hollow lath is provided with steel fabric sheet, itself and hollow lath is bonded together by portland-type cement pea gravel concreten; Described steel fabric sheet and cage of reinforcement insert to overlap and are connected; Described hollow lath, cage of reinforcement, steel fabric sheet, fibrous mesh cloth solidify combination by portland-type cement pea gravel concreten and portland cement gelating material parcel and form the large plate of construction wall.
Manufacture method of the present utility model is: on topotype platform, complete bed die division board, prop up good limit mould, completely spread portland cement gelating material, completely spread fibrous mesh cloth, lay cage of reinforcement, lay hollow lath, plate seam is filled with real, and frame rib, suspension ring rib pea gravel concreten are filled, tamping, completely paving steel fabric sheet inserts to overlap with cage of reinforcement and is connected, and forms plate face after the floating plucking of cast portland-type cement pea gravel concreten Ping Bianmo tamping.
Hollow lath described in the utility model is 5 pieces, is light weight concrete construction hollow lath.
Cage of reinforcement described in the utility model is square whole reinforcement cage skeleton, matches with hollow lath.
Cage of reinforcement described in the utility model is provided with stirrup.
Cage of reinforcement described in the utility model is provided with suspension ring rib reinforcement, and suspension ring rib reinforcement is provided with rib lacing wire and suspension ring.
The frame beam steel of the both sides of cage of reinforcement described in the utility model is provided with hollow wall large plate erecting and welding plate.
Portland cement gelating material described in the utility model is 801 glue lean concrete grouts.
Hollow lath described in the utility model is of the present utility modelly fill out heartwood material.
Cage of reinforcement described in the utility model, steel fabric sheet, fiber mesh are structural reinforcement material of the present utility model.
Portland-type cement concrete described in the utility model is shaping coagulated material of the present utility model.
The utility model has the advantages that: realize large-scale industrialized standardized production from solution modern architecture partition wall body of wall and start with, thus make construction work wall construction realize the scene splicing installation of construction wall large plate motorization assembly construction technology replacement hollow lath and other building material scene group block technique.Thus significantly improve the self-strength of building partition and the integrated connection intensity of rigidity and body of wall, last fundamentally solve metope cracking, distortion problem and further improve the fire resistance of body of wall and sound insulation, water resistance, every key technology performance indications can completely and conventional red brick wall body match in excellence or beauty.Also significantly shorten the building engineering construction duration especially, general shortening builds total construction period 40 ﹪-50 about ﹪, very considerable in its economic benefit of the duration that building engineering field is saved.Also save the use of a large amount of auxiliary material simultaneously, and save as place, stockyard and amount transport workloads such as sand, stone, bricks, also have the holding time of such as circulation material and plant equipment and a large amount of energy consumptions, as electric energy, transport energy consumption and manpower consumption etc.
Accompanying drawing explanation
Fig. 1 is the utility model schematic diagram;
Fig. 2 is the large plate structure of Fig. 1, schematic cross-section;
Fig. 3 is large plate structure node figure;
Fig. 4 is large plate vertical cross section figure;
Fig. 5 is cage of reinforcement schematic diagram.
In figure: 1, reinforced concrete frame; 2, hollow lath; 3, steel fabric sheet; 4, portland-type cement concrete plate surface; 5, fibrous mesh cloth; 6, portland cement gelling flitch face; 7, welded plate; 8, large plate suspension ring rib; 9, the main muscle of cage of reinforcement; 10, stirrup; 11, rib lacing wire; 12, suspension ring rib reinforcement; 13, suspension ring.
Detailed description of the invention
Embodiment 1
As shown in Figure 1, Figure 2, Figure 3, Figure 4, the utility model is formed primarily of hollow lath 2, steel fabric sheet 3, portland-type cement concrete plate surface 4, fibrous mesh cloth 5, portland cement gelling flitch face 6, cage of reinforcement entirety.Hollow lath is 5 pieces, is fitly placed in cage of reinforcement relatively side by side, fills out heartwood material as of the present utility model, and the solid large plate of the concrete of solving over cannot realize the fatal defects of the large plate of hollow hole.The large plate of construction wall from solid become hollow, its production technology is quite complicated, but it is to the large plate optimization of construction wall and realize factorial praluction completely and make construction material and construction wall construct to unite two into one, and vital decisive role is played in the change again finally realizing building system.Adding the change of constructing of constructing or sheet material in-site installation by past coagulation frame construction is that concrete frame structure adds the large plate motorization assembly of construction wall and constructs, and really achieves modern activity and is thoroughly combined by the science of the core elite of post, beam, plate (floor, wallboard) architectural structure system and reach the object fully phasing out construction work body of wall site construction technology and operation.From architectural design and instructions for use, one is meet building structure to the structure design safety requirements of body of wall and building structure technology requirement.Two is from building using function aspect, no matter be body of wall self-strength, lightweight, fire prevention, waterproof, protection against the tide, sound insulation, metope distortion, cracking, still meet lavatory, the kitchen wall that waterproof requirement is high, all shown the performance that it is superior, and directly can carry out various facing decoration on metope.Three be from building operations aspect it effectively eliminate especially its construction of traditional masonry class sheet material class walling complicated loaded down with trivial details, labour intensity large, long construction period, to realize mechanized construction degree is low, personnel attrition large and bring building costs excessive and be difficult to the difficult problem eliminated.Four is economize on resources with the energy and environmental protection, because building hollow wall large plate is hollow short taper, its body of wall is conducted oneself with dignity only 130kg/ about ㎡, is traditional masonry 1/2 brick wall, 324kg/ ㎡ conduct oneself with dignity 40 ﹪ less than, therefore huge space is provided to the optimization of building concrete chassis body structure design.
The utility model is in order to strengthen the globality of wallboard, wall big slab surrounding and lifting suspension ring position are provided with reinforcement cage skeleton and integral solder connects into an entirety, the steel fabric sheet that spacing is not more than 120mm × 120mm is abound with in the large plate side plate face of the thick fine-stone concrete of wall big slab cast 20mm, the wall big slab plate face that opposite side is formed by hollow lath face, then on its face, plate face, be used as the combining structure reinforcing material of the large plate of construction wall to guarantee the connection integrity stability of component building wall big slab by completely spreading fibrous mesh cloth, and full paving (or completely drawing together) 801 glue lean concrete grout forms construction wall large board finished product plate face.
The utility model selects portland-type cement as concrete gel material, and should use portland-type cement, and other cement can not use in principle, also preferentially should use rotary kiln cement simultaneously, could effectively avoid because of CaO, MgO, the S in cement like this
2o
3too high levels and quality is unstable and to affect wall big slab quality unstable.The advantage of this cement is the production and processing that gain in strength in early stage speed is conducive to wall big slab, no matter be from realizing mass production, have that intensity is high with it, steady quality, raw material sources extensively, not only economy but also the advantage of material benefit, still economically with the quality aspect of Integral lifting materials for wall, use this portland-type cement to be optimal selection.
The mode of production of the present utility model is: first complete bed die and brush release agent, fixes limit mould and brushes release agent; Be paved with bed die with 801 glairin cement slurries, and paving all strikes off (thickness is not more than 5mm) cement grade and is not less than 325# label, the fibrous mesh cloth that then paves (full paving); Install cage of reinforcement entirety (comprising suspension ring, suspension ring rib reinforcement, wall big slab installation piece welding embedded iron), planar alignment is laid and is filled out heart hollow lath, by hollow lath piece, tamps by cement mortar; Large edges of boards frame position and suspension ring flank position pea gravel concreten fill up tamping; Installing and hollow lath plane after handling well is completely spreading expanded sheet metal (sheet), and overlapping firmly with frame cage of reinforcement; Then with fine-stone concrete cast Ping Bianmo tamping suitable for reading floating plucking, then limit mould (remove limit mould should depending on concrete strength) is removed in natural curing for more than 6 hours, then on large plate face, lays the production process that bed die starts to repeat the large plate of next block.Generally superpose 10-15 layer by this folded mould construction technology and technology, and adopt nature or the maintenance of film wrapped moisturizing normal temperature to dispatch from the factory after 28 days installation.Product is used for frame structure building, steel building, any position non-load bearing inner partition wall, comprises lavatory, the kitchen wall that waterproof requirement is high, adopts motorization assembly construction
Basic mechanical design feature index of the present utility model is as following table:
Embodiment 2
As shown in Figure 5, described cage of reinforcement of the present utility model is quadrangle reinforcement cage skeleton and is welded into an entirety.The main muscle 9 of the cage of reinforcement of cage of reinforcement surrounding is provided with stirrup 10, and be laterally provided with suspension ring rib reinforcement 12 near 1/5 place of both sides at cage of reinforcement, suspension ring rib reinforcement is provided with rib lacing wire 11 and suspension ring 13.The reinforcing bar of the both sides of cage of reinforcement is provided with welded plate 7.
Claims (7)
1. the large plate of hollow lath component building hollow wall, be made up of hollow lath, portland-type cement pea gravel concreten, portland cement gelating material, cage of reinforcement, steel fabric sheet and fibrous mesh cloth, it is characterized in that: hollow lath is polylith, be neatly regularly arrangedly arranged in cage of reinforcement; The one side of hollow lath is provided with fibrous mesh cloth, itself and hollow lath is bonded together by portland cement gelating material; The another side of hollow lath is provided with steel fabric sheet, itself and hollow lath is bonded together by portland-type cement pea gravel concreten; Described steel fabric sheet and cage of reinforcement insert to overlap and are connected; Described hollow lath, cage of reinforcement, steel fabric sheet, fiber mesh solidify combination by portland-type cement pea gravel concreten and portland cement gelating material parcel and form the large plate of construction wall.
2. the large plate of hollow lath component building hollow wall according to claim 1, is characterized in that: described hollow lath is 5 pieces, is light weight concrete construction hollow lath.
3. the large plate of hollow lath component building hollow wall according to claim 1, is characterized in that: described cage of reinforcement is square whole reinforcement cage skeleton, matches with hollow lath.
4. the large plate of hollow lath component building hollow wall according to claim 1, is characterized in that: described cage of reinforcement is provided with stirrup.
5. the large plate of hollow lath component building hollow wall according to claim 1, it is characterized in that: described cage of reinforcement is provided with suspension ring rib reinforcement, suspension ring rib reinforcement is provided with rib lacing wire and suspension ring.
6. the large plate of hollow lath component building hollow wall according to claim 1, is characterized in that: the frame beam steel of the both sides of described cage of reinforcement is provided with hollow wall large plate erecting and welding plate.
7. the large plate of hollow lath component building hollow wall according to claim 1, is characterized in that: described portland cement gelating material is 801 glue lean concrete grouts.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420394171.2U CN204163266U (en) | 2014-07-17 | 2014-07-17 | The large plate of hollow lath component building hollow wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420394171.2U CN204163266U (en) | 2014-07-17 | 2014-07-17 | The large plate of hollow lath component building hollow wall |
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| CN204163266U true CN204163266U (en) | 2015-02-18 |
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| CN201420394171.2U Expired - Lifetime CN204163266U (en) | 2014-07-17 | 2014-07-17 | The large plate of hollow lath component building hollow wall |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107587655A (en) * | 2017-10-03 | 2018-01-16 | 江苏联禹智能工程有限公司 | A kind of preparation method of building intellectualization installing engineering isolated wall plate |
| CN108789808A (en) * | 2018-06-20 | 2018-11-13 | 湖南五环体育实业发展集团有限公司 | A kind of prefabricated hollow wall board and preparation method thereof |
| CN113513121A (en) * | 2021-02-07 | 2021-10-19 | 北京市住宅产业化集团股份有限公司 | Longitudinal rib hollow wallboard, multifunctional lifting ring connecting joint thereof and design and construction method |
-
2014
- 2014-07-17 CN CN201420394171.2U patent/CN204163266U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107587655A (en) * | 2017-10-03 | 2018-01-16 | 江苏联禹智能工程有限公司 | A kind of preparation method of building intellectualization installing engineering isolated wall plate |
| CN108789808A (en) * | 2018-06-20 | 2018-11-13 | 湖南五环体育实业发展集团有限公司 | A kind of prefabricated hollow wall board and preparation method thereof |
| CN113513121A (en) * | 2021-02-07 | 2021-10-19 | 北京市住宅产业化集团股份有限公司 | Longitudinal rib hollow wallboard, multifunctional lifting ring connecting joint thereof and design and construction method |
| CN113513121B (en) * | 2021-02-07 | 2022-07-08 | 北京市住宅产业化集团股份有限公司 | Design and construction method of multifunctional hanging ring connecting node of longitudinal rib hollow wallboard |
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