CN101089307A - Cast-in-place light compound wall - Google Patents

Cast-in-place light compound wall Download PDF

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Publication number
CN101089307A
CN101089307A CN 200610046965 CN200610046965A CN101089307A CN 101089307 A CN101089307 A CN 101089307A CN 200610046965 CN200610046965 CN 200610046965 CN 200610046965 A CN200610046965 A CN 200610046965A CN 101089307 A CN101089307 A CN 101089307A
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wall
cast
wall panel
dry wall
place light
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CN 200610046965
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Chinese (zh)
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刘文博
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Individual
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Individual
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Abstract

The present invention discloses a cast-in-situ light composite wall body. It includes two side wall faces made up by splicing prefabricated wall face panels respectively and light concrete sandwich positioned between prefabricated wall face panels. Between the spliced prefabricated wall face panels an air-exhausting gap with 4-6 mm is preformed, in which when the prefabricated wall face panels are placed, the form for closing space can be used for forming a cavity body between the prefabricated wall face panels, after the wall body is built up, the panel face of the prefabricated wall face panel can be directly used as surface of said wall body.

Description

Cast-in-place light compound wall
Technical field
The present invention relates to a kind of wall body structure, more particularly, relate to a kind of body of wall of pouring into a mould structure.
Background technology
At building field, at present, no matter be that bearing wall or non-bearing wall body great majority are brick wall structure, promptly utilize fragment of brick to assemble and form.Particularly play the division wall of partition effect within doors, in the process of constructing, the main body of wall is utilized after fragment of brick assembles, and all need utilize concrete to smear metope in the body of wall both sides.There are certain problem in this traditional wall body structure and job practices: at first, because the construction sequence complexity causes efficiency of construction lower; Secondly, used constructional materials is more; Once more, body of wall sound insulation and the effect of heat insulation constructed are relatively poor.
Light weight concrete construction is by filling the concrete that light materials such as perlite, flyash, granular polystyrene or expanded vermiculite are made.In recent years, country actively promotes the use of this concrete material.The kind of light weight concrete construction is numerous, class such as light weight concrete construction etc.Light weight concrete construction has light weight, good heat preservation performance, anti-permeability performance is strong, fireproof performance good and environmental protection, characteristics that pollution is few.Rely on this concrete utilization such as integrated poured process or the process of other ordinary concretes can be applied in the constructing of body of wall.In these activitiess, need to support earlier the steel form that protects mostly as the body of wall mould, and the main part of aftershaping cast wall, at last, remove steel form, in removing the process of steel form, damage surface of wall easily, in addition, the formation metope of after removing steel form, also will plastering in the both sides of light weight concrete construction body of wall main body.This constructure scheme exists step complexity, efficiency of construction low, the problem that building costs is high, and also there is the problem that comes off easily in secondary plastered wall face.
Summary of the invention
The present invention is directed to the problems referred to above, a kind of cast-in-place combined wall is provided, solve the problem that construction complexity, efficient are low, cost is high that exists in the work progress of body of wall in the prior art, solved existing brick wall structure sound insulation, heat-proof quality is poor, heat insulation effect is bad problem simultaneously.
In order to address the above problem, a kind of cast-in-place light compound wall provided by the invention comprises both sides by the assembled metope of dry wall panel, and the light weight concrete construction interlayer between the dry wall panel.
Above-mentioned cast-in-place light compound wall, it further improves and is, is reserved with the exhaust gap of 4-6 millimeter between the dry wall panel of assembly unit.
Above-mentioned cast-in-place light compound wall, its further improvement also is, body of wall is provided with door or window, at plug at end part closure plate is arranged between relative two dry wall panels on every side at the breach for door or window reservation on the body of wall, is reserved with the exhaust gap of 4-6 millimeter between closure plate and the dry wall panel.
Above-mentioned cast-in-place light compound wall, its further improvement are that also the dry wall panel comprises that plate face and plate face outer rim are used to splice the concatenation unit of contiguous prefabricated shingle nail, and concatenation unit is blind mortise, the tenon structure that cooperatively interacts; Perhaps plate face outer rim is the flat mouth structure that cooperatively interacts, and reserves the exhaust gap of 4-6 millimeter when assembly unit.
Above-mentioned cast-in-place light compound wall, its further improvement also are, are provided with the aligning block component that is used to limit two distances between plates between two relative dry wall panels.The end face of aligning block component is provided with the projection that is used for forming the slit between the dry wall panel of two splicings.
Pass through technique scheme, the wall body structure that the present invention constructs can be after the dry wall panel be assembled into metope, cast-in-site light weight concrete construction in the space that between the wallboard of body of wall both sides, constitutes, thus wall constructed, in this process, the dry wall panel is the template as enclosure space in when cast, form cavity between the dry wall panel, after body of wall was constructed, the plate face of dry wall panel was directly as surface of wall, need not other operations of plastering, thereby simplified the wall construction operation.In a word, the combined wall of cast-in-site of the present invention has that technology is simple, quick construction, efficient height, characteristics that cost is low, and this combined wall also has the characteristics that soundproof effect is good, heat preservation and insulation is good, load is light simultaneously.
Description of drawings
Below in conjunction with specific embodiment, further specify cast-in-place combined wall of the present invention with reference to the accompanying drawings.
Fig. 1 is the metope schematic diagram of cast-in-place light compound wall of the present invention;
Fig. 2 is the perspective view of cast-in-place light compound wall of the present invention;
Fig. 3 is the splicing construction schematic diagram of part dry wall panel in the cast-in-place light compound wall of the present invention;
Fig. 4 is the connecting method schematic diagram that constitutes the dry wall panel of cast-in-place light compound wall of the present invention;
Fig. 5 is that concatenation unit is the dry wall panel schematic diagram of tenon structure among Fig. 4;
Fig. 6 is that concatenation unit is the dry wall panel schematic diagram of blind mortise structure among Fig. 4.
Fig. 7 is the structural representation of a kind of embodiment of aligning block component;
Fig. 8 is the structural representation of the another kind of embodiment of aligning block component;
Fig. 9 is the user mode figure of aligning block component in assembly unit dry wall panel process;
Figure 10 is the assembly unit schematic diagram of local metope in the assembly unit dry wall panel process.
The specific embodiment
As shown in Figure 1, the metope of cast-in-site combined wall of the present invention is identical with the metope of general body of wall, between ceiling 2 and ground 3.Its difference, by the assembled metope of dry wall panel 1, and the light weight concrete construction interlayer 8 between the dry wall panel 1 has also shown the metope 5 of constructed body of wall both sides among Fig. 2 referring to the both sides that comprise shown in Figure 2.And provided a kind of when body of wall need be provided with door or window among Fig. 3, the structure that is provided with in order to constitute casting space, promptly, around the breach of door or window reservation, between relative two dry wall panels 1, be provided with the closure plate 7 of plugging action, between closure plate 7 and dry wall panel, preferably reserved the exhaust gap of 4-6 millimeter in the end of wallboard.Label 5 expression among Fig. 2 and 3 want wall constructed both sides to assemble sidewall.
For the ease of the carrying construction material, reduce breakage rate and be convenient to construction, the dry wall panel preferably takes the mode of assembly unit moulding to constitute the both sides metope.And assembly unit can take the tongue and groove erection method, preferably fills clay during assembly unit and then carry out the assembly unit operation again between the shingle nail of butt joint mutually, thereby form the whole metope that compactness is strong, assembly unit intensity is good.Shown in Fig. 4-6, the splicing structure that adjacent two dry wall panels 1 adopt tongue and groove to connect, wherein, the assembly unit unit that plate face outer rim is used for the contiguous prefabricated shingle nail of assembly unit adopts blind mortise or the tenon structure that cooperatively interacts.Fig. 5 has shown the tenon structure of dry wall panel 1, thereby tenon can discontinuously be reserved the slit at assembling part; Fig. 6 has shown the blind mortise structure of dry wall panel 1.Fig. 4 has shown the erection method of two wallboards.When the concrete of cast is foamed concrete, preferably select the dry wall panel of above-mentioned tongue and groove mode for use.Certainly above-mentioned dry wall panel can also only adopt the mode of female tenon to realize in splicing place, when assembly unit, shelves cylinder in the groove of female tenon, realizes the splicing of contiguous prefabricated shingle nail.Under the optimal way, the dry wall panel only need adopt flat mouth structure, utilizes aligning block component to realize assembly unit, also need reserve the exhaust gap of 4-6 millimeter when assembly unit, and concrete mode will further specify with reference to figure 7-10 hereinafter.
The construction method of cast-in-site light composite wall of the present invention comprises by ground constituting the step of the dry wall panel of body of wall both sides metope to ceiling assembly unit successively, and pour into a mould light weight concrete construction in the space that the assembly unit shingle nail constitutes.
Its concrete operations are as follows:
1, is integral making dry wall panel by concrete setting; Constructed surface of wall relies on the plate face of dry wall panel to constitute.Wherein, concrete preferably is added with the fibrous concrete that glass fiber, steel wire fibre, asbestos gauge, grid cloth etc. are gained in strength.
2, before wall constructed, utilize mortar concrete to floor leveling in the body of wall position that will construct.
3, between ground and ceiling, take and build support in the body of wall both sides that will construct; This support has comprised the pillar of location and supporting role, and the horizontal mould bases of pillar clear width setting, and mould bases is selected square steel, round log, flitch or steel pipe usually for use.When assembly unit dry wall panel, the surface of shingle nail abuts on the mould bases, thereby plays the effect of stablizing the dry wall panel, guarantee the smooth of metope after the assembly unit simultaneously, and become at casting process, mould bases plays position-limiting action to the dry wall panel, thereby prevents the mould phenomenon that expands.Under the optimal way, mould bases is selected square steel for use.
4, assembly unit successively constitutes the dry wall panel of body of wall both sides metope by support to ceiling by ground, and pours into a mould light weight concrete construction in the space of both sides dry wall panel sealing.
5, finish body of wall and construct, treat that dry wall panel and light weight concrete construction coagulate together after, get final product striking.
In above-mentioned the 4th step, the dry wall panel of top layer assembly unit is provided with sprue gate 4 on a plate therein below ceiling, by these sprue gate 4 cast light weight concrete constructions.After the cast, this sprue gate of shutoff.The process of cast wall both can adopt above-mentioned all-in-one-piece pouring type, can also be from bottom to top successively in the process of assembly unit dry wall panel, and the layer-by-layer casting concrete.
Fig. 7 and 8 has shown a kind of aligning block component 21, the projection 22 that cuboid part in the middle of comprising and length direction two ends become "  " tee section.This aligning block component adopts concrete prefabricated forming.The main effect of aligning block component is used to limit the position between relative two dry wall panels, therefore, in the end of member projection 22 can be set.And the effect of projection 22 is to reserve the slit between the dry wall panel of assembly unit, strip component also can be set separately for this reason realize.
Aligning block shown in Figure 8 is arranged at the centre position of three dry wall panels of " product " font assembly unit usually, in use as shown in Figures 9 and 10, two adjacent dry wall panels 1 directly rely on aligning block 21 " on " shape projection 22 forms slits, be used for the discharging of air in the time of fluid concrete, prevent that the concrete that solidifies from existing a large amount of bubbles, pore to produce empty bone phenomenon.In addition, the outside of dry wall panel 1 abuts on the mould bases, and the inboard utilizes the end face of aligning block 21 spacing, guarantees that the dry wall panel can be to the inboard of wall depression.Behind the cast light weight concrete construction, this aligning block component 21 is set in body of wall inside.Therefore, this aligning block component has guaranteed the planarization on concrete prefabricated shingle nail surface in the assembly unit process, guaranteed simultaneously the butt joint slit evenly.Certainly the projection 22 of this aligning block end face can also be the projective structure of " one " font, and its effect is the same.
Pass through aforesaid operations; during concrete prefabricated shingle nail cast on-site light weight concrete construction; both as the template that constitutes enclosure space; again after forming body of wall as the metope of body of wall; and be integral with light weight concrete construction gelling in the body of wall, both formation are one closely, and prefabricated shingle nail has effectively been protected inner light weight concrete construction; have good strength of wall body, densely covered light weight concrete construction cavity has guaranteed that again body of wall has good sound-insulating and heat-insulating effect.For the ease of construction, concrete prefabricated shingle nail is the wallboard that docks mutually.The dry wall panel of butt joint is assembled into concrete metope at the scene as required, pours into a mould light weight concrete construction between two shingle nails, and the slit between the dry wall panel that docks has also been filled, sealed to light weight concrete construction, thereby forms the composite wall body structure of tight one.

Claims (7)

1, a kind of cast-in-place light compound wall is characterized in that, comprises both sides by the assembled metope of dry wall panel (1), and the light weight concrete construction interlayer (8) between the described dry wall panel (1).
2, according to the described cast-in-place light compound wall of claim 1, it is characterized in that, be reserved with the exhaust gap of 4-6 millimeter between the dry wall panel (1) of assembly unit.
3, according to claim 1 or 2 described cast-in-place light compound walls, it is characterized in that, described body of wall is provided with door or window, at plug at end part closure plate (7) is arranged between relative two described dry wall panels on every side at breach on the described body of wall, be reserved with the exhaust gap of 4-6 millimeter between described closure plate (7) and the described dry wall panel (1) for described door or window reservation.
4, according to claim 1 or 2 described cast-in-place light compound walls, it is characterized in that, described dry wall panel (1) comprises that plate face and described plate face outer rim are used to splice the concatenation unit of adjacent described dry wall panel (1), and described concatenation unit is blind mortise, the tenon structure that cooperatively interacts.
According to claim 1 or 2 described cast-in-place light compound walls, it is characterized in that 5, described dry wall panel (1) comprises the plate face, described plate face outer rim is the flat mouth structure that cooperatively interacts.
6, according to the described cast-in-place light compound wall of claim 5, it is characterized in that, between relative two described dry wall panels (1), be provided with the aligning block component that is used to limit two distances between plates.
According to the described cast-in-place light compound wall of claim 6, it is characterized in that 7, the end face of described aligning block component is provided with the projection (22) that is used for forming the slit between the dry wall panel (1) of two splicings.
CN 200610046965 2006-06-16 2006-06-16 Cast-in-place light compound wall Pending CN101089307A (en)

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CN 200610046965 CN101089307A (en) 2006-06-16 2006-06-16 Cast-in-place light compound wall

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Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103883043A (en) * 2014-03-21 2014-06-25 北京工业大学 Externally-coated steel wire gauze mortar plate foamed concrete cross-shaped energy-saving bearing wall and manufacturing method
CN103993658A (en) * 2013-02-16 2014-08-20 谷玉花 Steel structure and prefabricated concrete fabricated residential building system
CN104989422A (en) * 2015-05-15 2015-10-21 山东大学 Tunnel half-prefabricated speeded-up middle-wall construction process
CN105937278A (en) * 2016-06-06 2016-09-14 河北建筑工程学院 Prefabricated concrete frame infill wall system and construction method thereof
CN107605105A (en) * 2017-08-01 2018-01-19 深圳海龙建筑科技有限公司 Glazed tiles composite component and its manufacture method and watt seam processing method
CN112727071A (en) * 2020-12-18 2021-04-30 福建宏盛建设集团有限公司 Wall mold for building construction and construction method

Cited By (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103993658A (en) * 2013-02-16 2014-08-20 谷玉花 Steel structure and prefabricated concrete fabricated residential building system
CN103883043A (en) * 2014-03-21 2014-06-25 北京工业大学 Externally-coated steel wire gauze mortar plate foamed concrete cross-shaped energy-saving bearing wall and manufacturing method
CN104989422A (en) * 2015-05-15 2015-10-21 山东大学 Tunnel half-prefabricated speeded-up middle-wall construction process
CN105937278A (en) * 2016-06-06 2016-09-14 河北建筑工程学院 Prefabricated concrete frame infill wall system and construction method thereof
CN105937278B (en) * 2016-06-06 2019-06-07 河北建筑工程学院 A kind of assembly concrete frame wall filled with masonry system and its construction method
CN107605105A (en) * 2017-08-01 2018-01-19 深圳海龙建筑科技有限公司 Glazed tiles composite component and its manufacture method and watt seam processing method
CN112727071A (en) * 2020-12-18 2021-04-30 福建宏盛建设集团有限公司 Wall mold for building construction and construction method

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Open date: 20071219