CN212176280U - Device for forming multi-process integrated splicing-free light wall and wall - Google Patents
Device for forming multi-process integrated splicing-free light wall and wall Download PDFInfo
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- CN212176280U CN212176280U CN202020618036.7U CN202020618036U CN212176280U CN 212176280 U CN212176280 U CN 212176280U CN 202020618036 U CN202020618036 U CN 202020618036U CN 212176280 U CN212176280 U CN 212176280U
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- 238000000034 method Methods 0.000 title abstract description 9
- 229910000831 Steel Inorganic materials 0.000 claims description 61
- 239000010959 steel Substances 0.000 claims description 61
- 238000007789 sealing Methods 0.000 claims description 16
- 238000005266 casting Methods 0.000 claims description 9
- 230000001681 protective effect Effects 0.000 claims description 8
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 4
- 229910052782 aluminium Inorganic materials 0.000 claims description 4
- 238000005452 bending Methods 0.000 claims description 4
- 238000009826 distribution Methods 0.000 claims description 4
- 238000009434 installation Methods 0.000 claims description 4
- 230000005611 electricity Effects 0.000 claims description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 3
- 239000011440 grout Substances 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 24
- 239000007788 liquid Substances 0.000 abstract description 14
- 239000002002 slurry Substances 0.000 abstract description 11
- 239000012510 hollow fiber Substances 0.000 abstract description 5
- 238000007493 shaping process Methods 0.000 abstract description 3
- 230000002787 reinforcement Effects 0.000 description 29
- 230000003014 reinforcing effect Effects 0.000 description 11
- 239000004567 concrete Substances 0.000 description 7
- 239000010410 layer Substances 0.000 description 6
- 239000004568 cement Substances 0.000 description 5
- 239000000835 fiber Substances 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 230000000149 penetrating effect Effects 0.000 description 3
- TWRXJAOTZQYOKJ-UHFFFAOYSA-L Magnesium chloride Chemical compound [Mg+2].[Cl-].[Cl-] TWRXJAOTZQYOKJ-UHFFFAOYSA-L 0.000 description 2
- 238000009435 building construction Methods 0.000 description 2
- 239000011248 coating agent Substances 0.000 description 2
- 238000000576 coating method Methods 0.000 description 2
- 238000005192 partition Methods 0.000 description 2
- 238000007569 slipcasting Methods 0.000 description 2
- 238000011282 treatment Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 229910001208 Crucible steel Inorganic materials 0.000 description 1
- FYYHWMGAXLPEAU-UHFFFAOYSA-N Magnesium Chemical compound [Mg] FYYHWMGAXLPEAU-UHFFFAOYSA-N 0.000 description 1
- 230000004323 axial length Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000004566 building material Substances 0.000 description 1
- 239000011083 cement mortar Substances 0.000 description 1
- 239000000428 dust Substances 0.000 description 1
- 238000005187 foaming Methods 0.000 description 1
- 238000009413 insulation Methods 0.000 description 1
- 229910052749 magnesium Inorganic materials 0.000 description 1
- 239000011777 magnesium Substances 0.000 description 1
- 229910001629 magnesium chloride Inorganic materials 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000010422 painting Methods 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 238000005498 polishing Methods 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- QAOWNCQODCNURD-UHFFFAOYSA-L sulfate group Chemical group S(=O)(=O)([O-])[O-] QAOWNCQODCNURD-UHFFFAOYSA-L 0.000 description 1
- CENHPXAQKISCGD-UHFFFAOYSA-N trioxathietane 4,4-dioxide Chemical compound O=S1(=O)OOO1 CENHPXAQKISCGD-UHFFFAOYSA-N 0.000 description 1
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Abstract
The utility model discloses a fashioned device of concatenation lightweight wall body is exempted from to integrated integral type of multiple processes and wall body, through the device, can the level pour the wallboard, compare in the vertical shaping of pouring of tradition, the mode of level pouring makes the atress greatly reduced of hollow fiber container when thick liquids are pour, and yielding damage has avoided the operation of intubate and extubation. Horizontal pouring can make the slurry more evenly filled, and the strength of the wall body is guaranteed. Utilize the horizontal mobility of thick liquids, and the weight of cope match-plate pattern pushes down the thick liquids of pouring the intracavity for thick liquids atress everywhere is even, makes the roughness of the wallboard of making by the device better finally. The width of the wall body manufactured by the device is suitable for the distance between two adjacent shear walls in construction, and the wall body can be directly assembled along with the construction of a building main body, so that the operation procedures of splicing and leveling small blocks and the like are avoided, and the construction period is shortened.
Description
Technical Field
The utility model relates to a building field especially relates to a be used for integrated integral type of multiple operation to exempt from fashioned device of concatenation light wall body and wall body.
Background
In the building construction, the shear wall and the main body frame of the existing high-rise building are firstly constructed by utilizing cement concrete and steel bars, then the shear wall and the main body frame are cut in the frame after capping, secondary structure building is carried out by assembling strip-shaped wallboards or building blocks, the house type and the indoor partition wall are separated, and the treatment such as switch pre-embedding, wire box pre-embedding, water and electricity slotting and wire embedding is carried out.
Because the construction of the wall body is limited by the main body framework, and the wall body is vertically spliced in a vertical plane by scattered wallboards or building blocks, workers need to repeatedly use the plumb line or the straight guiding ruler to compare the verticality of the wall body in the construction process, and carefully observe the flatness of the assembled wallboards or building blocks after filling. In case the straightness that hangs down of wall body surpasses standard specified value, then influence the bearing capacity and the stability of wall body, should reprocess and heavily piece together or build, the roughness surpasss standard specified value for wall body surface unevenness influences the appearance quality, and wall body surface needs the cement mortar of plastering to make level. A large amount of dust can be caused by plastering, putty coating and polishing in construction, and the environment is polluted to cause harm due to the health of construction workers.
In addition, after handing over, the householder needs to perform putty-leveling painting and other finishing treatments on the wall surface.
Therefore, the existing small wall boards are assembled and built, the construction difficulty is high, the construction period is long, and the wall body with the secondary partition structure is easy to crack.
The reason for this is that lightweight wall panels are commonly used in high-rise buildings, and the building materials are usually provided with evenly distributed lightening holes. The weight of each cubic meter of the existing light wallboard is 800-1200 kilograms, and the weight is still larger. In addition, in the construction of the light wall board, lightening holes are processed in a pipe drawing mode, and the pipe drawing is not facilitated after the size of a single wall board is increased. In order to meet the requirements of hoisting and pipe drawing, the size of a single wallboard is limited jointly, and the single wallboard is mostly a long strip-shaped wallboard with the width of 0.6 meter.
In conclusion, the existing wall board is small in size, so that the existing building construction operation is high in difficulty, the process is complex, the construction period is long, and the wall body is easy to crack after construction.
The existing light wallboard production device mostly adopts vertical pouring molding, is directly used for producing wallboards with large sizes, and the produced wallboards have poor flatness, are not easy to pull pipes and demould and have large operation difficulty.
SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that a be used for the integrated integral type of multiple operation to exempt from to splice fashioned device of light wall body and wall body is provided, can be used to produce the integral type light wall body that the building assembly was used, makes it assemble along with building main part construction to improve efficiency of construction and wall body quality.
In order to solve the technical problem, the utility model discloses the technical scheme who takes is:
a fashioned device of concatenation light wall body is exempted from to integrated integral type of multiple operation, its characterized in that includes:
the lower die cavity is provided with a horizontal pouring cavity and comprises a horizontal lower bottom plate and side plates surrounding the periphery of the lower bottom plate, and a plurality of through holes are arranged in an array on the two corresponding side plates;
the upper template is provided with a horizontal lower end surface and can be buckled above the lower die cavity, and the edge of the upper template extends out of the lower die cavity;
the two ends of each hollow paper cylinder correspondingly penetrate through the group of through holes;
the steel bar framework comprises an upper steel bar mesh piece horizontally arranged above the hollow paper cylinder, a lower steel bar mesh piece horizontally arranged below the hollow paper cylinder and a plurality of connecting steel bars for connecting the upper steel bar mesh piece and the lower steel bar mesh piece, wherein a wired box, a hydroelectric installation wire pipe and a distribution box are preset on the upper steel bar mesh piece and/or the lower steel bar mesh piece according to the design requirements of drawings;
a plurality of casting steel bars which are respectively fixed at two ends of the length direction of the steel bar framework in a bending way, and the bending parts are contacted with the side plates corresponding to the lower die cavity;
the supporting steel bars are respectively arranged in the middle of the steel bar framework and at two symmetrical ends, two ends of each supporting steel bar are fixed with the corresponding protective net piece, two ends of each supporting steel bar extend to the outside and are detachably connected with a sealing cap, and the end face of each sealing cap is in contact with the corresponding lower die cavity and the corresponding upper die plate; and
the steel bar framework comprises a plurality of through pipes, wherein the through pipes are arranged at two ends of the length of the steel bar framework respectively, the two ends of each through pipe are fixed with corresponding protection meshes, sealing caps are detachably connected at the two ends of each through pipe, and the end faces of the sealing caps are in contact with corresponding lower die cavities and corresponding upper die plates.
The further technical scheme is that the lower die cavity and the upper die plate are both made of aluminum.
The further technical scheme is that a vibration device is fixed on the outer wall of the lower die cavity.
The further technical scheme is that the upper template is formed by splicing a plurality of sub-templates.
The technical scheme is that one end of each supporting steel bar is fixed with the corresponding protective net sheet by means of four fixing rods, and the four fixing rods are arranged in an X shape.
The further technical scheme is that the distance between the upper reinforcing mesh sheet and the upper template is not less than 15mm, and the distance between the lower reinforcing mesh sheet and the lower die cavity is not less than 15 mm.
The technical scheme is that the through holes are formed in a group of side plates corresponding to the height direction of the wall body.
The technical scheme is that a holding device which is concentric with the perforation and used for holding the inserted paper tube is fixed in the perforation, and the aperture of the holding device is adjustable.
The integrated light wall is characterized by being prepared by pouring slurry into a pouring cavity of the device.
Adopt the produced beneficial effect of above-mentioned technical scheme to lie in:
through the device, can the horizontal wallboard of pouring, compare in traditional vertical shaping of pouring, the mode of horizontal pouring makes the atress greatly reduced of hollow fiber container when thick liquids are poured, and yielding damage does not need supplementary steel pipe to support, has avoided the operation of intubate and tube drawing.
The top of die cavity is uncovered down, forms one in the same big mouth of pouring of wall body area, through to pouring the intracavity removal and pour the thick liquids, should pour the mode and can make that thick liquids fill more even, guarantee the intensity of wall body.
Utilize the horizontal mobility of thick liquids, and the weight of cope match-plate pattern to pour the thick liquids of intracavity and push down, and the thick liquids size of pressure direction is thinner for all thick liquids atress is even, makes the roughness of the wallboard of making by the device better finally.
On extending to the terminal surface of die cavity down through the lower extreme with the support reinforcement, in the production process of wall body, the support reinforcement still plays the effect of carrying out the support to steel reinforcement framework, makes steel reinforcement framework's bottom unsettled, satisfies the dimensional requirement of external protection layer in the wall body to through the support of support reinforcement, can reduce or avoid steel reinforcement framework to act on the pressure on the fiber container, avoid the fiber container deformation damage.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings and specific embodiments.
FIG. 1 is a schematic structural view of the device of the present invention;
fig. 2 is a schematic structural view of the steel reinforcement cage of the present invention;
FIG. 3 is a schematic structural view of the wall body of the present invention;
fig. 4 is a schematic sectional view taken along line a-a of fig. 3.
Detailed Description
The technical solutions in the embodiments of the present invention are clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are some, not all, embodiments of the present invention. Based on the embodiments in the present invention, all other embodiments obtained by the skilled in the art without creative work belong to the protection scope of the present invention.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present invention, but the present invention may be implemented in other ways different from the specific details set forth herein, and one skilled in the art may similarly generalize the present invention without departing from the spirit of the present invention, and therefore the present invention is not limited to the specific embodiments disclosed below.
As shown in fig. 1 and 2, the device for forming a multi-process integrated splicing-free lightweight wall includes a pouring cavity formed by a lower mold cavity 110 and an upper mold plate 120, and a plurality of hollow fiber cylinders 130, a steel reinforcement framework 140, a plurality of pouring steel reinforcements 150, a plurality of support steel reinforcements 160, and a plurality of through pipes 170 are disposed in the pouring cavity. The hollow fiber container 130, the reinforcement cage 140, the plurality of casting reinforcements 150, the plurality of support reinforcements 160, and the plurality of tubes 170 need to be rearranged after each wall casting is completed.
The lower mold cavity 110 has a horizontal pouring cavity, which includes a horizontal lower bottom plate and side plates surrounding the lower bottom plate, a plurality of through holes are arranged in an array on the two corresponding side plates, two ends of each hollow paper tube 130 are correspondingly arranged in a group of through holes, a plurality of lightening holes can be formed by the paper tubes, and a sound insulation effect can be achieved. The two ends of the paper tube extend out of the lower die cavity 110 and can be used for air circulation inside and outside the die cavity. The upper mold plate 120 has a horizontal lower end surface, and the upper mold plate 120 can be fastened above the lower mold cavity 110, and the edge thereof extends out of the lower mold cavity 110.
Preferably, the lower mold cavity 110 and the upper mold plate 120 are made of aluminum, the mold made of aluminum has higher flatness, and the manufactured wall has high flatness.
The lower die cavity is provided with a side plate corresponding to the left end surface and the right end surface of the wall body, and a protruding block is arranged inwards, so that the left side and the right side of the manufactured wall body are provided with inwards sunken grooves, and the wall body is convenient to pour and connect with corresponding bearing bodies.
The steel reinforcement framework 140 includes an upper steel reinforcement mesh 141 horizontally disposed above the hollow paper cylinder 130, a lower steel reinforcement mesh 142 horizontally disposed below the hollow paper cylinder 130, and a plurality of connecting steel reinforcements 143 connected to the upper steel reinforcement mesh 141 and the lower steel reinforcement mesh 142. And two ends of the connecting steel bar 143 are welded and fixed with the corresponding protective net pieces. Wire boxes, water and electricity installation wire pipes and distribution boxes are preset on the upper reinforcing mesh 141 and/or the lower reinforcing mesh 142 according to the design requirements of drawings, and the secondary construction of later-stage grooving of the wall body is avoided. The lower reinforcing mesh sheet 142 and the upper reinforcing mesh sheet 141 have the same structure, and the cold-drawn steel mesh sheets adopting spot welding are taken as tensile materials and comprise a plurality of first reinforcing steel bars and a plurality of second reinforcing steel bars which are fixed in a transverse and longitudinal intersecting mode.
The plurality of casting bars 150 are respectively fixed to both ends of the reinforcement cage 140 in the longitudinal direction thereof while being bent, and the bent portions are in contact with the corresponding side plates of the lower mold cavity 110. The cast steel bars can be formed by extending two ends of a plurality of transverse first steel bars outwards or welding the two ends of the first steel bars. When the wall produced by the device needs to be connected with load-bearing bodies such as a shear wall or a bearing column for pouring, the pouring steel bars 150 are stretched and embedded in concrete to be poured. By arranging the casting steel bars 150 on the two sides of the wall body, the connection strength of the wall body and the shear walls at the two ends after casting can be ensured.
The diameter of support bar 160 is 1.5 ~ 3cm, and the diameter is far greater than the diameter of reinforcing bar on the steel reinforcement skeleton 140, and many support bar 160 divide the middle part of locating steel reinforcement skeleton 140 and the length both ends of symmetry, the both ends of support bar 160 are fixed with the protection net piece that corresponds, and is concrete, and each end of each support bar 160 is with the help of four dead levers and the protection net piece welded fastening that corresponds, and four dead levers are "X" shape and arrange, and intensity is higher. The support bars 160 have both ends extended to the outside and are detachably connected with caps, the end surfaces of which are in contact with the corresponding lower mold cavity 110 and the upper mold plate 120. The two ends of the support steel bar 160 are provided with thread sinking grooves, and the sealing caps are connected in the thread sinking grooves in a threaded mode.
When the wall is produced, the two ends of the supporting reinforcing steel bar 160 are plugged by the sealing caps, so that the cast end faces are flush. After pouring and forming, the wall body is erected, sealing caps at two ends are removed, and the hanging ring is installed and can be temporarily lifted or used as a fulcrum to install a supporting rod for supporting so as to ensure the stability of the wall body after demoulding and erection. After the wall body is assembled, putty is filled in the formed sinking groove and is laid flat, and the plane quality is ensured. When the wall is constructed and hoisted, hoisting bolts are pre-embedded at the top of the wall for hoisting.
The through pipe 170 is arranged to reserve a through hole, so that when the wall body is connected with the shear wall, bolts penetrate through the wall body to fix the templates on the inner side and the outer side, and pouring is achieved. The multiple penetrating pipes 170 are respectively arranged at two ends of the length of the steel reinforcement framework 140, two ends of each penetrating pipe 170 are fixed with the corresponding protective net piece, and the penetrating pipes 170 can be plastic pipes and are fixedly bound and bound with the corresponding protective net pieces through wire binding bands so as to reduce the overall weight. The two ends of the through pipe 170 are detachably connected with sealing caps, and the end surfaces of the sealing caps are in contact with the corresponding lower mold cavity 110 and the upper mold plate 120.
Similarly, when the wall is produced, the two ends of the hanging-through pipe 170 are sealed by sealing caps so as to enable the cast end faces to be flush, when the wall is assembled, the sealing caps at the two ends are removed to penetrate bolts in the sealing caps so as to fix the templates at the two sides, after the assembly with the shear wall is completed, the bolts are removed, and the formed counter bores are filled with putty to be leveled, so that the plane quality is ensured.
Through the device, can the horizontal wallboard of pouring, compare in traditional vertical shaping of pouring, the mode of horizontal pouring makes hollow fiber container 130 atress greatly reduced when thick liquids are poured, yielding damage does not need supplementary steel pipe to support, has avoided the operation of intubate and tube drawing.
The top of lower die cavity 110 is uncovered, forms one in the same big mouth of pouring of wall body area, through to pouring the intracavity removal and pour the thick liquids, this mode of pouring can make that thick liquids fill more even, guarantees the intensity of wall body.
By utilizing the horizontal fluidity of the slurry and the weight of the upper template 120 to press down the slurry in the pouring cavity, the size of the slurry in the pressure direction is thinner, so that the slurry at each position is uniformly stressed, and finally, the flatness of the wallboard manufactured by the device is better.
On extending to die cavity 110's terminal surface down through the lower extreme with support reinforcement 160, in the production process of wall body, support reinforcement 160 still plays the effect of supporting framework 140, makes framework 140's bottom unsettled, satisfies the dimensional requirement of outer inoxidizing coating in the wall body to support through support reinforcement 160, can reduce or avoid framework 140 to act on the pressure on the fiber container, avoid the fiber container to warp the damage.
Further, in order to ensure the uniformity of grouting, a vibration device is fixed on the outer wall of the lower mold cavity 110, and the slurry can be uniformly filled in the mold cavity in a vibration mode.
In addition, since the upper mold plate 120 needs to be opened to move, in order to facilitate the covering and opening of the upper mold plate 120, the upper mold plate 120 is formed by splicing a plurality of sub-mold plates, so that the operation is more convenient, and the single sub-mold plate can also be used as a shovel plate to trowel the convex slurry.
In order to ensure the size of the inner and outer protective layers of the wall body manufactured by the device, the distance from the upper reinforcing mesh piece 141 to the upper template 120 is not less than 15mm, and the distance from the lower reinforcing mesh piece 142 to the lower die cavity 110 is not less than 15 mm.
The perforation is arranged on a group of side plates corresponding to the height direction of the wall body, so that the paper tube is arranged in the wall body produced by the device along the height direction of the wall body, the axial length is smaller and generally not more than 2.8m, the paper tube is not easy to deform when being poured, the thickness of the paper tube is applicable, and air can enter the wall body from the paper tube when the wall body is shaped. In addition, through the arrangement of the through holes, the edge distance between two adjacent hollow paper cylinders 130 is not less than 20mm, the thickness of the hollow paper cylinders 130 is 6-8 mm, and gas penetration can be guaranteed.
In order to be suitable for paper tubes with different thicknesses and ensure the stability of the positions of the paper tubes because the paper tubes do not float when slurry is poured, a holding device which is concentric with the through hole and used for holding an inserted paper tube is fixed in the through hole, and the aperture of the holding device is adjustable. The holding device can adopt a plurality of springs to connect the multi-petal arc-shaped plate, and the aperture formed by the multi-petal arc-shaped plate can be adjusted by compressing the springs.
The integrated lightweight wall is manufactured by pouring slurry into the pouring cavity of the device as shown in fig. 3 and 4. The horizontal production can be realized, the length, the width and the height of the single light wall board can be accurately produced according to the building design drawing, only one light wall board is assembled between two bearing bodies, the assembly of multiple blocks is not needed, the construction of a frame is avoided in the construction process, the light wall body can be directly poured with the bearing bodies such as a shear wall or a bearing column into a whole, the assembly is carried out along with the construction of a building main body, the wall body can not crack, the wall body quality is improved, the construction difficulty is reduced, and the construction period is greatly shortened. In addition, by presetting the switch/socket box, the hydroelectric installation pipeline and the distribution box, the secondary construction of later grooving is avoided, a putty layer, a waterproof layer or a decorative layer and the like can be integrally formed before construction, the construction process is saved, and the construction period is further shortened.
The slurry can adopt ceramsite aerated concrete, the ceramsite aerated concrete is adopted as a base material, ceramsite replaces stones as concrete aggregates, and the foaming is carried out, so that the weight of the wall board in unit volume is greatly reduced. Wherein, the base material of the ceramsite aerated concrete is sulfate cement, magnesium oxysulfate cement, magnesium chloride cement or ordinary cement and the like.
The setting of two-layer reinforcing bar net piece has strengthened the tensile strength of slip casting main part in framework of steel reinforcement 140, still is connected with many connecting reinforcement 143 and support bar 160 between two-layer reinforcing bar net piece moreover to guarantee that framework of steel reinforcement 140 is holistic indeformable, further improved the tensile strength of slip casting main part.
The above is only the preferred embodiment of the present invention, and any person can make some simple modifications, deformations and equivalent replacements according to the present invention, all fall into the protection scope of the present invention.
Claims (9)
1. A fashioned device of concatenation light wall body is exempted from to integrated integral type of multiple operation, its characterized in that includes:
the lower die cavity (110) is provided with a horizontal pouring cavity and comprises a horizontal lower bottom plate and side plates which enclose the periphery of the lower bottom plate, and a plurality of through holes are arranged in an array on the two corresponding side plates;
the upper template (120) is provided with a horizontal lower end face, the upper template (120) can be buckled above the lower die cavity (110), and the edge of the upper template extends out of the lower die cavity (110);
the two ends of each hollow paper cylinder (130) correspondingly penetrate through one group of through holes;
the steel bar framework (140) comprises an upper steel bar mesh (141) horizontally arranged above the hollow paper cylinder (130), a lower steel bar mesh (142) horizontally arranged below the hollow paper cylinder (130) and a plurality of connecting steel bars (143) connecting the upper steel bar mesh (141) and the lower steel bar mesh (142), wherein a wire box, a water and electricity installation wire pipe and a distribution box are preset on the upper steel bar mesh (141) and/or the lower steel bar mesh (142) according to the design requirements of drawings;
a plurality of casting steel bars (150) which are respectively fixed at two ends of the length direction of the steel bar framework (140) in a bending way, and the bending parts are contacted with the corresponding side plates of the lower die cavity (110);
the supporting steel bars (160) are respectively arranged in the middle of the steel bar framework (140) and at two symmetrical ends in length, two ends of each supporting steel bar (160) are fixed with the corresponding protective meshes, two ends of each supporting steel bar (160) extend outwards and are detachably connected with sealing caps, and the end faces of the sealing caps are in contact with the corresponding lower die cavity (110) and the corresponding upper die plate (120); and
the steel bar framework comprises a plurality of through pipes (170) which are arranged at two ends of the length of the steel bar framework (140), two ends of each through pipe (170) are fixed with corresponding protective meshes, sealing caps are detachably connected at two ends of each through pipe (170), and the end faces of the sealing caps are in contact with corresponding lower die cavities (110) and corresponding upper die plates (120).
2. The apparatus of claim 1, wherein the lower mold cavity (110) and the upper mold plate (120) are both made of aluminum.
3. The apparatus according to claim 1, characterized in that the outer wall of the lower mold cavity (110) is fixed with vibrating means.
4. The apparatus of claim 1, wherein the upper platen (120) is formed by splicing a plurality of sub-platens.
5. The device according to claim 1, characterized in that one end of each of said supporting bars (160) is fixed to the corresponding protective mesh by means of four fixing bars, arranged in an "X" shape.
6. The device according to claim 1, characterized in that the upper mesh (141) is at a distance of not less than 15mm from the upper die plate (120) and the lower mesh (142) is at a distance of not less than 15mm from the lower die cavity (110).
7. The apparatus of claim 1, wherein the perforations are provided in a set of side panels corresponding to the height of the wall.
8. The device according to claim 1, characterized in that a holding device concentric with the through hole and used for holding the inserted paper tube is fixed in the through hole, and the hole diameter of the holding device is adjustable.
9. An integral lightweight wall produced by casting grout into the casting cavity of the apparatus of claim 1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020618036.7U CN212176280U (en) | 2020-04-22 | 2020-04-22 | Device for forming multi-process integrated splicing-free light wall and wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020618036.7U CN212176280U (en) | 2020-04-22 | 2020-04-22 | Device for forming multi-process integrated splicing-free light wall and wall |
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| Publication Number | Publication Date |
|---|---|
| CN212176280U true CN212176280U (en) | 2020-12-18 |
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| CN202020618036.7U Active CN212176280U (en) | 2020-04-22 | 2020-04-22 | Device for forming multi-process integrated splicing-free light wall and wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112936523A (en) * | 2021-01-26 | 2021-06-11 | 青岛金沙滩建设集团有限公司 | Pouring mold for wallboard for prefabricated building and processing technology of wallboard |
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2020
- 2020-04-22 CN CN202020618036.7U patent/CN212176280U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112936523A (en) * | 2021-01-26 | 2021-06-11 | 青岛金沙滩建设集团有限公司 | Pouring mold for wallboard for prefabricated building and processing technology of wallboard |
| CN112936523B (en) * | 2021-01-26 | 2023-03-10 | 青岛金沙滩建设集团有限公司 | Pouring mold for wallboard for assembly type building and processing technology of wallboard |
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