CN107060154A - Wall pours forming method and pours shaping wall - Google Patents

Wall pours forming method and pours shaping wall Download PDF

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Publication number
CN107060154A
CN107060154A CN201710015551.9A CN201710015551A CN107060154A CN 107060154 A CN107060154 A CN 107060154A CN 201710015551 A CN201710015551 A CN 201710015551A CN 107060154 A CN107060154 A CN 107060154A
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China
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wall
framework
pours
steel reinforcement
forming method
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CN201710015551.9A
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Chinese (zh)
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杨录
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Individual
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Individual
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Priority to CN201710015551.9A priority Critical patent/CN107060154A/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G21/00Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work

Abstract

Forming method is poured the invention provides a kind of wall and pours shaping wall.Wall, which pours forming method, to be included:Mould shape step, lower floor's muscle net laying set step, framework of steel reinforcement laying step, and lower-layer concrete pours step, heat insulating block filling step, upper strata muscle net laying and sets step, upper strata concreting step and the smooth forming step of jolt-squeeze.Pour shaping wall to pour forming method by wall and be made, pouring shaping wall includes lower floor's muscle net, is laid on the online framework of steel reinforcement of lower floor's muscle, the heat insulating block in the gridiron shape space of framework of steel reinforcement and the upper strata muscle net being laid on framework of steel reinforcement.The wall of the present invention pours forming method and pours the effect that shaping wall is not only able to realize insulation, also there is the effect of interconnection support, the shearing resistance effect of wall is strong, effectively prevents that reinforcing bar from deforming and the phenomenon of concrete fracture occurs, moreover it is possible to effectively extend the service life of building.

Description

Wall pours forming method and pours shaping wall
Technical field
Forming method is poured the present invention relates to a kind of wall and pours shaping wall.
Background technology
It is right to ensure the security and steadiness of building in town and country construction with the fast development of China's construction Wall needed for building also requires that more and more higher.At present, existing wall is when being poured, mostly in the required wall poured The both sides of body set single-layer bidirectional reinforcing bar, then are supported with mould fixation, and the casting concrete between single-layer bidirectional reinforcing bar, Shaping is poured with what this completed wall.But, there are the following problems for the wall so formed.
Firstly, since using above method to pour the wall of shaping for solid construction, the inside of wall is concrete.Cause This, the structure of wall solid concrete, not only heat insulation effect is poor, can also increase the usage amount of concrete, and then increase building Input cost.Moreover, the structure of wall solid concrete, the problem of also wall sole mass being caused excessive occurs, as general When such a wall is applied on multi-story structure, the load-bearing burden of ground and bottom building can be increased, influence building Service life.Secondly as pouring the inside of the wall of shaping using above method, the individual layer for being only arranged on wall both sides is double To reinforcing bar, without the structure that other are used to interconnect support, the shearing resistance poor effect of wall.Therefore, when building upper strata is tied When the weight transfer of structure is to architecture bottom layer, reinforcing bar is easily deformed, so that the fracture of inner concrete is caused, influence building Service life.
The content of the invention
The present invention is to produce in view of the above problems, and its object is to provide a kind of step to be simple and convenient to operate and energy Enough make that wall possesses insulation and the wall of shearing resistance effect pours forming method, one kind is provided in addition and poured by above-mentioned wall What forming method was formed pours shaping wall.
The following technical scheme is adopted to achieve the purpose of the present invention.
The invention of technical scheme 1 is that a kind of wall pours forming method, including:
Mould shape step, according to the size of the wall, so that the metope horizontal positioned for the wall that will be formed Mode connecting mold, form the casting space for pouring the wall;
Lower floor's muscle net laying sets step, and a layer muscle net is set in the lower layer space middle berth of the casting space;
Framework of steel reinforcement lays step, and in the casting space, the reinforcing bar of gridiron shape is laid on the net in lower floor's muscle Frame;
Lower-layer concrete pours step, via the framework of steel reinforcement, and uniformly lower floor's coagulation is poured into the casting space Soil, makes the lower-layer concrete at least to the interface up to lower floor's muscle net and the framework of steel reinforcement, and make the reinforcing bar Gridiron shape space is left in frame;
Heat insulating block filling step, prefabricated heat insulating block is placed in the gridiron shape space of the framework of steel reinforcement;Upper strata Muscle net laying sets step, in the casting space, and upper strata muscle net is laid on the framework of steel reinforcement;
Upper strata concreting step, upper layer concrete is uniformly poured into the casting space, makes the upper strata coagulation The soil covering upper strata muscle net.
In addition, the invention of technical scheme 2, in the wall of the invention of technical scheme 1 pours forming method, filled out in heat insulating block Fill in step, headspace is reserved between the side of the heat insulating block and the framework of steel reinforcement.
In addition, the invention of technical scheme 3, in the wall of the invention of technical scheme 1 pours forming method, the reinforcing bar Frame is gridiron formula framework of steel reinforcement.
In addition, the invention of technical scheme 4, in the wall of the invention of technical scheme 3 pours forming method, the gridiron formula Framework of steel reinforcement includes surrounding the load-bearing frame formed by horizontal load-bearing reinforcing bar and longitudinal load-bearing reinforcing bar and intersected in the load-bearing inframe Form the branch muscle in gridiron shape space.
In addition, the invention of technical scheme 5, in the wall of the invention of technical scheme 4 pours forming method, the branch muscle shape Into the section in the gridiron shape space be shaped as cellular or polygon.
In addition, the invention of technical scheme 6, in the wall of the invention of technical scheme 5 pours forming method, the heat insulating block Cross sectional shape be the size identical and heat insulating block with the shape in the section in the gridiron shape space of branch muscle formation Less than the size in the gridiron shape space of branch muscle formation.
In addition, the invention of technical scheme 7, in the wall of the invention of technical scheme 1 pours forming method, in the wall At least one end face on form fluted.
In addition, the invention of technical scheme 8, in the wall of the invention of technical scheme 7 pours forming method, in the wall At least one end face on be formed with the pre-buried connection reinforcing bar of outstanding many.
In addition, the invention of technical scheme 9, in the wall of the invention of technical scheme 2 pours forming method, institute is additionally included in State and carry out the smooth smooth forming step of jolt-squeeze of jolt-squeeze after upper strata concreting step to the concrete in the casting space.
In addition, the invention of technical scheme 10, which is one kind, pours shaping wall, pass through such as any one of technical scheme 1 to 9 institute The wall stated pours forming method and is made, described to pour that shaping wall includes lower floor's muscle net, to be laid on lower floor's muscle online Framework of steel reinforcement, the heat insulating block in the gridiron shape space of the framework of steel reinforcement and the upper strata muscle being laid on the framework of steel reinforcement Net.
Compared with prior art, the present invention has following beneficial effect.
Forming method is poured according to the wall of the present invention, in the prior art, pours what shaping was obtained using prior art Wall is solid construction, and the inside of wall is concrete, and not only heat insulation effect is poor, can also increase the usage amount of concrete, enter And increase the input cost of building.Moreover, the problem of also wall sole mass being caused excessive occurs, answered when by such a wall During with multi-story structure, the load-bearing burden of ground and bottom building can be increased, the service life of building is influenceed.Phase For this, in the present embodiment, include heat insulating block filling step because the wall of the present invention pours forming method, will be prefabricated Heat insulating block be placed in the gridiron shape space of framework of steel reinforcement.Therefore, the placement of heat insulating block, is not only able to reduce making for concrete Consumption, and then mitigate the own wt of wall, extend the service life of building, moreover it is possible to so that wall realizes the effect of insulation.
In addition, the wall that the method for pouring shaping using existing wall is obtained, is only arranged on the individual layer of wall both sides Two-way concrete slab, without the structure that other are used to interconnect support, the shearing resistance poor effect of wall.Therefore, when building upper strata When the weight transfer of structure is to architecture bottom layer, reinforcing bar is easily deformed, so as to cause the fracture of inner concrete, influences building Service life.In contrast, in the present embodiment, due to setting a layer muscle net in the lower layer space middle berth of casting space, Lower floor's muscle lays the framework of steel reinforcement of gridiron shape on the net, upper strata muscle net is laid on framework of steel reinforcement, and poured between three mixed Solidifying soil.Therefore, the setting of framework of steel reinforcement, and the method being attached between lower floor muscle net, upper strata muscle net by concrete, Enable to wall that there is the effect of interconnection support, and then enhance the shearing resistance effect of wall, effectively prevent reinforcing bar deformation with And the phenomenon of concrete fracture occurs, moreover it is possible to effectively extend the service life of building.In addition, lower floor's muscle net and upper strata muscle net are set , relative to single-layer bidirectional reinforcing bar of the prior art, there is stronger bearing capacity below the framework of steel reinforcement put and top.
Shaping wall is poured according to the present invention, is made of that forming method is poured by wall due to pouring shaping wall , pouring shaping wall includes lower floor's muscle net, is laid on the online framework of steel reinforcement of lower floor's muscle, the gridiron shape sky positioned at framework of steel reinforcement Between in heat insulating block and the upper strata muscle net that is laid on framework of steel reinforcement.Therefore, the carrier of forming method is poured as wall, is poured Shaping wall has whole beneficial effects that wall pours forming method that are applied to.
Brief description of the drawings
, below will be to specific in order to illustrate more clearly of the specific embodiment of the invention or technical scheme of the prior art The accompanying drawing used required in embodiment or description of the prior art is briefly described, it should be apparent that, in describing below Accompanying drawing is some embodiments of the present invention, for those of ordinary skill in the art, before creative work is not paid Put, other accompanying drawings can also be obtained according to these accompanying drawings.
Fig. 1 is that the wall for representing the present invention pours the integrally-built front view of the effective reinforcement net in forming method;
Fig. 2 is that the wall for representing the present invention pours a kind of axle geodesic structure figure of framework of steel reinforcement in forming method;
Fig. 3 is that the wall for representing the present invention pours the structural representation poured in forming method after lower-layer concrete;
Fig. 4 is that the wall for representing the present invention pours the schematic diagram of the heat insulating block filling step in forming method;
Fig. 5 is that the section for representing a kind of gridiron shape space of the present invention is shaped as cellular gridiron formula framework of steel reinforcement Axonometric drawing;
Fig. 6 is the adjacent schematic diagram poured when connection is lifted between shaping wall for representing the present invention;
Fig. 7 is to represent that the present invention's pours showing when lifting connection is carried out between shaping wall and ground and neighboring walls It is intended to;
Fig. 8 is that the wall on the upper strata that shaping is poured on the basis of Fig. 7 and the wall of lower floor for representing the present invention are hung Schematic diagram when load connects.
Icon:10- walls;11- grooves;20- gridiron shapes space;31- gridiron formula frameworks of steel reinforcement;33- branch muscle;40- muscle nets; 50- grounds;The shockproof spaces of 51-;60- reinforcing steel bar upright posts.
Embodiment
Technical scheme is clearly and completely described below in conjunction with accompanying drawing, it is clear that described implementation Example is a part of embodiment of the invention, rather than whole embodiments.Based on the embodiment in the present invention, ordinary skill The every other embodiment that personnel are obtained under the premise of creative work is not made, belongs to the scope of protection of the invention.
In the description of the invention, it is necessary to explanation, term " " center ", " on ", " under ", "left", "right", " vertical ", The orientation or position relationship of the instruction such as " level ", " interior ", " outer " be based on orientation shown in the drawings or position relationship, merely to Be easy to the description present invention and simplify description, rather than indicate or imply signified device or element must have specific orientation, With specific azimuth configuration and operation, therefore it is not intended that limitation to invention.In addition, term " first ", " second ", " Three " are only used for describing purpose, and it is not intended that indicating or implying relative importance.
In the description of the invention, it is necessary to illustrate, unless otherwise clearly defined and limited, term " installation ", " phase Even ", " connection " should be interpreted broadly, for example, it may be being fixedly connected or being detachably connected, or be integrally connected;Can To be mechanical connection or electrical connection;Can be joined directly together, can also be indirectly connected to by intermediary, Ke Yishi The connection of two element internals.For the ordinary skill in the art, with concrete condition above-mentioned term can be understood at this Concrete meaning in invention.
Fig. 1 is that the wall for representing the present invention pours the integrally-built front view of the effective reinforcement net in forming method.Fig. 2 is Represent that the wall of the present invention pours a kind of axle geodesic structure figure of framework of steel reinforcement in forming method.Fig. 3 is the wall for representing the present invention Body pours the structural representation poured in forming method after lower-layer concrete.Fig. 4 is that the wall for representing the present invention pours shaping side The schematic diagram of heat insulating block filling step in method.Fig. 5 is that the section for representing a kind of gridiron shape space of the present invention is shaped as honeybee The axonometric drawing of the gridiron formula framework of steel reinforcement of nest shape.
As shown in Figures 1 to 5, wall of the invention pours forming method and included:Mould shape step, lower floor's muscle net laying are set Step, framework of steel reinforcement laying step, lower-layer concrete pour step, heat insulating block filling step, upper strata muscle net laying and set step, upper strata Concreting step and the smooth forming step of jolt-squeeze.
Specifically, mould shape step, according to the size of wall 10, so that the metope level for the wall 10 that will be formed The mode connecting mold of placement, forms the casting space for pouring wall 10;
Lower floor's muscle net laying sets step, and a layer muscle net is set in the lower layer space middle berth of casting space;
Framework of steel reinforcement lays step, and in casting space, the framework of steel reinforcement of gridiron shape is laid on the net in lower floor's muscle;
Lower-layer concrete pours step, via framework of steel reinforcement, uniformly pours lower-layer concrete into casting space, makes lower floor Concrete makes to leave gridiron shape space 20 in framework of steel reinforcement at least to the interface up to lower floor's muscle net and framework of steel reinforcement;
Heat insulating block filling step, prefabricated heat insulating block is placed in the gridiron shape space 20 of framework of steel reinforcement, and is being protected Headspace is reserved between the side of warm block and framework of steel reinforcement;Preferably, in above-mentioned heat insulating block filling step, in the side of heat insulating block Headspace is reserved between face and framework of steel reinforcement.The setting of headspace, can carry out above-mentioned upper strata concreting step When so that upper layer concrete is entered in headspace, and then layer concrete can be made preferably to be connected with heat insulating block, lower floor Concrete and framework of steel reinforcement are preferably connected, and then improve the stability connected in wall 10 between each several part, are improved The overall bearing capacity of wall 10.
Upper strata muscle net laying sets step, in casting space, and upper strata muscle net is laid on framework of steel reinforcement;
Upper strata concreting step, upper layer concrete is uniformly poured into casting space, covers layer concrete Layer muscle net;
The setting of framework of steel reinforcement, and the method being attached between lower floor muscle net, upper strata muscle net by concrete, energy Enough so that wall 10 has the effect of interconnection support, and then the shearing resistance effect of wall 10 is enhanced, effectively prevent reinforcing bar from deforming And the phenomenon of concrete fracture occurs, moreover it is possible to effectively extend the service life of building.But framework of steel reinforcement is not limited to gridiron Formula framework of steel reinforcement 31, or other kinds of framework of steel reinforcement, does not do and limits to, as long as the effect above can be reached.
In addition, adding heat insulating block in wall 10, it is possible to increase the heat-insulating property of cavity.
In a kind of preferred embodiment, in order to improve the flatness of whole cavity, in above-mentioned upper strata concreting step Afterwards, the above method also includes the smooth forming step of jolt-squeeze, to the coagulation in casting space after upper strata concreting step It is smooth that soil carries out jolt-squeeze.
In a kind of specific implementation, above-mentioned framework of steel reinforcement can be gridiron formula framework of steel reinforcement 31.Gridiron formula framework of steel reinforcement 31 have one piece of heat insulating block of filling in multiple heat insulating block placement spaces, each heat insulating block placement space, can arrange heat insulating block The comparison of row is neat, improves the heat-insulating property of whole wall 10.
When above-mentioned wall 10 is on skyscraper, skyscraper requires extremely strict to the weight capacity of bottom wall, In order to improve the weight capacity of above-mentioned wall 10, on the basis of above-mentioned specific implementation, above-mentioned gridiron formula framework of steel reinforcement 31 The load-bearing frame that is formed including being surrounded by horizontal load-bearing reinforcing bar and longitudinal load-bearing reinforcing bar and to intersect to form gridiron shape in load-bearing inframe empty Between 20 branch muscle 33.That is, the gridiron shape space 20 of the formation of branch muscle 33 is located in above-mentioned heat insulating block placement space, and branch muscle 33 is with forming Can be with fill concrete, therefore, branch muscle 33 in gap between the gridiron formula framework of steel reinforcement 31 of above-mentioned heat insulating block placement space The quantity for not only increasing reinforcing bar in wall 10 is set, meanwhile, the ratio of the inner concrete of wall 10 is added, so as to improve The weight capacity of wall 10, makes the weight capacity of wall 10 disclosure satisfy that the load-bearing demand of low layer wall in skyscraper.
Specifically, the shape in the section in the gridiron shape space 20 of the above-mentioned formation of branch muscle 33 can be cellular, can also be Polygon.Wherein, polygon can be rhombus, triangle, trapezoidal, rectangle or hexagon.But section in gridiron shape space 20 The shape not limited to this in face, the section in gridiron shape space 20 can also be arbitrary shape, as long as the effect above can be reached.
In addition, in the above-described embodiment, cross sectional shape and the gridiron shape space 20 of the formation of branch muscle 33 of heat insulating block The shape in section is identical.But not limited to this, the cross sectional shape of heat insulating block can have any shape, not do and limit to, as long as can Meet the cross sectional shape of heat insulating block identical with the shape in the section in the gridiron shape space 20 that branch muscle 33 is formed.
Certainly, the shape in the section in the gridiron shape space 20 of the above-mentioned formation of branch muscle 33 can be any according to actual production demand Combination, i.e. the shape in the gridiron shape space 20 of diverse location is different in a wall 10, and then can make the different parts of wall 10 Weight capacity it is different, specifically, the branch muscle 33 for the demand that meet can be set according to the load-bearing demand of the different parts of wall 10.
In a kind of preferred embodiment, as shown in Figures 2 and 3, in order to which the machinery for improving each gridiron formula framework of steel reinforcement 31 is strong Spend to improve the weight capacity of wall 10, each framework of steel reinforcement include many transverse steels and be connected to transverse steel it Between connection reinforcing bar.
Specifically, above-mentioned connection reinforcing bar is cooperated to form eight shape structures, and the setting of splayed branch muscle is enabled to Gridiron formula framework of steel reinforcement 31 preferably carries the firmness between concrete, increase concrete dative frame framework of steel reinforcement 31.When When the gravity of upper wall is pressed onto on lower floor's wall, splayed branch muscle can evenly spread to gravity in each portion of lower floor's wall Position, further improves the bearing capacity of lower floor's wall.
The shaping wall that pours of the present invention pours forming method by wall and is made, and pouring shaping wall includes lower floor Muscle net, it is laid on the online framework of steel reinforcement of lower floor's muscle, the heat insulating block in the gridiron shape space 20 of framework of steel reinforcement and is laid on Top bars on framework of steel reinforcement.Wherein, muscle net 40 includes lower floor's muscle net and top bars.
Fig. 6 is the adjacent schematic diagram poured when connection is lifted between shaping wall for representing the present invention.
As shown in fig. 6, being respectively formed with groove 11 in the top of wall 10, lower section, left and right.Groove 11 is set Put, when enabling to occur the problem of concrete is because of volume-diminished caused by solidification, groove is poured into a mould when facilitating wall 10 to lift Concrete in 11.But not limited to this, groove 11 can be arranged on the optional position of wall end face, can also be not provided with recessed Groove 11, as long as the effect above can be reached.
In the above-described embodiment, many outstanding pre-buried companies are formed with least one end face of wall 10 Connect reinforcing bar.The setting of pre-buried connection reinforcing bar, enables to the connection between wall 10 and ground 50 or reinforcing steel bar upright post 60 more steady Gu, strengthen the stability of building.
Fig. 7 is to represent that the present invention's pours showing when lifting connection is carried out between shaping wall and ground and neighboring walls It is intended to.
When the present invention is when pouring shaping wall for building, progress lifting connection with the following method is adopted.
As shown in fig. 7, bottom steel bar layer lays step, so as to reserve the side in shockproof space 51 between wall 10 and ground 50 Formula, lays bottom reinforcement bars layer on ground 50;Reinforcing steel bar upright post forming step, erects reinforcing steel bar upright post 60 on ground 50;Wall is hung Step is filled, the wall 10 being made is lifted between adjacent reinforcing steel bar upright post 60 and on bottom reinforcement bars layer;Wherein, reinforcing steel bar upright post 60 Connected mode between wall 10 is welding, binding is connected or snapped connection.Space concreting step, to the side of wall 10 Casting concrete in the space of side and bottom.
Fig. 8 is that the wall on the upper strata that shaping is poured on the basis of Fig. 7 and the wall of lower floor for representing the present invention are hung Schematic diagram when load connects.
As shown in figure 8, top bars layer laying step, top bars is laid on the wall 10 and reinforcing steel bar upright post 60 of lower floor Layer;Upper wall installation steps, install the wall on the upper strata being made between adjacent reinforcing steel bar upright post 60 and on top bars layer Body 10.Upper strata space concreting step, to upper strata the side of wall 10 and bottom space in casting concrete.Wherein, Connected mode between reinforcing steel bar upright post 60 and wall 10 is welding, binding is connected or snapped connection.
In addition, using prior art to pour is molded obtained wall for solid construction, the inside of wall is concrete, no But heat insulation effect is poor, it can also increase the usage amount of concrete, and then increase the input cost of building.Moreover, can also cause wall The problem of body sole mass is excessive occurs, and when such a wall is applied on multi-story structure, can increase ground and bottom The load-bearing burden of building, influences the service life of building.In contrast, in the present embodiment, due to the wall of the present invention Body, which pours forming method, includes heat insulating block filling step, and prefabricated heat insulating block is placed on to the gridiron shape space of framework of steel reinforcement In.Therefore, the placement of heat insulating block, is not only able to reduce the usage amount of concrete, and then mitigates the own wt of wall, and extension is built Build the service life of thing, moreover it is possible to so that wall realizes the effect of insulation.
In addition, the wall that the method for pouring shaping using existing wall is obtained, is only arranged on the individual layer of wall both sides Two-way concrete slab, without the structure that other are used to interconnect support, the shearing resistance poor effect of wall.Therefore, when building upper strata When the weight transfer of structure is to architecture bottom layer, reinforcing bar is easily deformed, so as to cause the fracture of inner concrete, influences building Service life.In contrast, in the present embodiment, due to setting a layer muscle net in the lower layer space middle berth of casting space, Lower floor's muscle lays the framework of steel reinforcement of gridiron shape on the net, upper strata muscle net is laid on framework of steel reinforcement, and poured between three mixed Solidifying soil.Therefore, the setting of framework of steel reinforcement, and the method being attached between lower floor muscle net, upper strata muscle net by concrete, Enable to wall that there is the effect of interconnection support, and then enhance the shearing resistance effect of wall, effectively prevent reinforcing bar deformation with And the phenomenon of concrete fracture occurs, moreover it is possible to effectively extend the service life of building.In addition, framework of steel reinforcement is three-dimensional interconnection Spacer bar, relative to single-layer bidirectional reinforcing bar of the prior art, there is stronger bearing capacity.
Forming method is poured by wall be made further, since pouring shaping wall, pour under shaping wall includes Layer muscle net, it is laid on the online framework of steel reinforcement of lower floor's muscle, the heat insulating block in the gridiron shape space of framework of steel reinforcement and is laid on Upper strata muscle net on framework of steel reinforcement.Therefore, the carrier of forming method is poured as wall, pouring shaping wall has whole fit The beneficial effect of forming method is poured for wall.
In addition, the wall of the present invention pours forming method and pours shaping wall, can by above-mentioned various steps and Structure is combined, and can equally play above-mentioned effect.
Finally it should be noted that:Each embodiment is merely illustrative of the technical solution of the present invention above, rather than its limitations. Although the present invention is described in detail with reference to above-mentioned embodiment, it will be understood by those within the art that:Its The technical scheme described in above-mentioned embodiment can still be modified, or to which part or all technical characteristic Equivalent substitution is carried out, and these are changed or are replaced, and the essence of appropriate technical solution is departed from various embodiments of the present invention skill The scope of art scheme.

Claims (10)

1. a kind of wall pours forming method, it is characterised in that
Including:
Mould shape step, according to the size of the wall, so that the side of the metope horizontal positioned for the wall that will be formed Formula connecting mold, forms the casting space for pouring the wall;
Lower floor's muscle net laying sets step, and a layer muscle net is set in the lower layer space middle berth of the casting space;
Framework of steel reinforcement lays step, and in the casting space, the framework of steel reinforcement of gridiron shape is laid on the net in lower floor's muscle;
Lower-layer concrete pours step, via the framework of steel reinforcement, uniformly pours lower-layer concrete into the casting space, makes The lower-layer concrete makes to stay in the framework of steel reinforcement at least to the interface up to lower floor's muscle net and the framework of steel reinforcement There is gridiron shape space;
Heat insulating block filling step, prefabricated heat insulating block is placed in the gridiron shape space of the framework of steel reinforcement;
Upper strata muscle net laying sets step, in the casting space, and upper strata muscle net is laid on the framework of steel reinforcement;
Upper strata concreting step, upper layer concrete is uniformly poured into the casting space, covers the upper layer concrete Cover the upper strata muscle net.
2. wall according to claim 1 pours forming method, it is characterised in that in heat insulating block filling step, in institute State and reserve headspace between the side of heat insulating block and the framework of steel reinforcement.
3. wall according to claim 1 pours forming method, it is characterised in that
The framework of steel reinforcement is gridiron formula framework of steel reinforcement.
4. wall according to claim 3 pours forming method, it is characterised in that the gridiron formula framework of steel reinforcement include by Horizontal load-bearing reinforcing bar and longitudinal load-bearing reinforcing bar surround the load-bearing frame to be formed and intersect to form gridiron shape space in the load-bearing inframe Branch muscle.
5. wall according to claim 4 pours forming method, it is characterised in that the gridiron shape of the branch muscle formation The section in space is shaped as cellular or polygon.
6. wall according to claim 5 pours forming method, it is characterised in that the cross sectional shape of the heat insulating block and institute The shape for stating the section in the gridiron shape space of branch muscle formation is identical and size of the heat insulating block is formed less than the branch muscle The gridiron shape space size.
7. wall according to claim 1 pours forming method, it is characterised in that at least one end face of the wall It is upper to form fluted.
8. wall according to claim 7 pours forming method, it is characterised in that on the wall at least one end face It is formed with the pre-buried connection reinforcing bar of outstanding many.
9. wall according to claim 2 pours forming method, it is characterised in that is additionally included in the upper layer concrete and pours Build and carry out the smooth smooth forming step of jolt-squeeze of jolt-squeeze after step to the concrete in the casting space.
10. one kind pours shaping wall, it is characterised in that is poured and built up by wall as claimed in any one of claims 1-9 wherein Type method is made, and the shaping wall that pours includes lower floor's muscle net, is laid on the online framework of steel reinforcement of lower floor's muscle, positioned at institute State the heat insulating block in the gridiron shape space of framework of steel reinforcement and the upper strata muscle net being laid on the framework of steel reinforcement.
CN201710015551.9A 2017-01-09 2017-01-09 Wall pours forming method and pours shaping wall Pending CN107060154A (en)

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CN113103428A (en) * 2021-04-14 2021-07-13 河南理工大学 Preparation process and assembly method of assembled building block stone module

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