CN210288778U - Aerated concrete block filling wall - Google Patents
Aerated concrete block filling wall Download PDFInfo
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- CN210288778U CN210288778U CN201920992704.XU CN201920992704U CN210288778U CN 210288778 U CN210288778 U CN 210288778U CN 201920992704 U CN201920992704 U CN 201920992704U CN 210288778 U CN210288778 U CN 210288778U
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Abstract
The utility model discloses an aerated concrete block filling wall, which comprises a filling wall and a constructional column; pre-reserving serrated racking in the center of the filling wall body, and filling a constructional column in the serrated racking; the constructional column comprises a reinforced column and filled concrete; a base is fixed at the lower end of the steel bar column, and a telescopic top seat is fixed at the upper end of the steel bar column; a plurality of fixing frames are fixed between the base and the telescopic top seat. When the reinforced column is fixed, the bottom surface and the ground contact of base, through setting up scalable footstock and base, the top surface and the upper beam contact of highly making scalable footstock through adjusting scalable footstock, support the reinforced column between upper beam and ground, guarantee the steadiness of reinforced column in vertical side, and on being fixed in the packing wall body with the reinforced column through the gag lever post of mount, ensure pouring the in-process, the impact force of concrete can not make the steel column skew, strengthen the intensity of constructional column, construction quality is improved, and construction efficiency is improved.
Description
The technical field is as follows:
the utility model relates to a building field, concretely relates to aerated concrete block fills wall body.
Background art:
with the development of socioeconomic in China, the proportion of high-rise buildings constructed in cities is continuously increased, and the high-rise buildings are widely separated by taking a frame as a main body and being assisted by a filler wall in the design of the high-rise buildings. Because the factors such as load are considered during the design of the building, the filling wall is mainly made of light building blocks. According to the relevant building construction requirements, the length of the filler wall is more than 5 meters, and a pouring constructional column needs to be arranged in the filler wall, but because the constructional column needs a reinforced column as an internal supporting structure, the fixation of the reinforced column is particularly important during construction. The reinforcing bar post that uses at present does not have distinctive fixed knot to be constructed, and it is fixed that the workman relies on the experience to bind through reinforcing bar and steel wire mostly, appears the reinforcing bar post very easily and produces the condition at skew angle with vertical face, and when concrete placement, the impact of concrete can make the reinforcing bar post take place to squint, influences construction quality, and the correction need consume very big time again, influences the efficiency of construction.
The utility model has the following contents:
an object of the utility model is to provide a can guarantee that the aerated concrete block that the steel bar column can not take place the skew fills the wall body.
The utility model discloses by following technical scheme implement:
an aerated concrete block filled wall comprises a filled wall and a constructional column;
pre-reserving serrated racking in the center of the filling wall body, wherein the structural column is filled in the serrated racking; the constructional column comprises a reinforced column and filled concrete; a base is fixed at the lower end of the reinforced column, and a telescopic top seat is fixed at the upper end of the reinforced column; a plurality of fixing frames are fixed on the steel bar column between the base and the telescopic top seat, and the fixing frames are fixed on the corresponding filling wall body through limiting rods.
Preferably, the telescopic footstock comprises a supporting plate, a telescopic rod and a footstock body; the supporting plate is horizontally fixed inside the steel bar column, the vertically arranged telescopic rod is fixed at the upper end of the supporting plate, the top of the telescopic rod is fixed at the center of the bottom of the top seat body, and the top seat body is movably inserted into the upper end of the steel bar column.
Preferably, each fixing frame comprises limiting sleeve rings fixed on two sides of the steel bar column and limiting rods inserted in the two limiting sleeve rings, and the limiting rods are fixed in the filling wall body corresponding to the limiting sleeve rings.
Preferably, the top of the filling wall body is provided with an adjusting layer, the adjusting layer is formed by a plurality of pairs of triangular building blocks which are built in a pair-to-pair manner and recombined building block bricks, and concrete is filled at the splicing position of each pair of two triangular building blocks. Preferably, each upper racking port of the racking is an oblique racking port.
Preferably, the top side of the top seat and the bottom side of the base are provided with a plurality of reinforcing lugs.
The utility model has the advantages that: when the reinforced column is fixed, the bottom surface and the ground contact of base, highly make the top surface and the upper beam contact of scalable footstock through adjusting scalable footstock, through setting up scalable footstock and base, support the reinforced column between upper beam and ground, guarantee the steadiness of reinforced column in vertical side, and be fixed in on the packing wall body with the reinforced column through the gag lever post of mount, cooperation scalable footstock and base, ensure pouring the in-process, the impact force of concrete can not make the reinforced column skew, strengthen the intensity of constructional column, construction quality is improved, and construction efficiency is improved.
Description of the drawings:
fig. 1 is a schematic structural diagram of the present invention.
In the figure: filling wall body 1, constructional column 2, zigzag racking 3, reinforced bar post 4, filling concrete 5, base 6, scalable footstock 7, mount 8, gag lever post 9, backup pad 10, telescopic link 11, footstock body 12, spacing lantern ring 13, adjustment layer 14, triangle building block 15, reinforcement lug 16.
The specific implementation mode is as follows:
as shown in fig. 1, the aerated concrete block filling wall comprises a filling wall body 1 and a constructional column 2;
a serrated racking 3 is reserved in the center of the filling wall body 1, and a constructional column 2 is filled in the serrated racking 3; the constructional column 2 comprises a reinforced column 4 and filling concrete 5; a base 6 is fixed at the lower end of the steel bar column 4, and a telescopic top seat 7 is fixed at the upper end of the steel bar column 4; be fixed with a plurality of mount 8 on the reinforced column 4 between base 6 and scalable footstock 7, mount 8 passes through gag lever post 9 to be fixed on the packing wall body 1 that corresponds, through setting up scalable footstock 7 and base 6, when reinforced column 4 is fixed, the bottom surface and the ground contact of base 6, highly make scalable footstock 7's top surface and the contact of upper beam through adjusting scalable footstock 7, support reinforced column 4 between upper beam and ground, guarantee the steadiness of reinforced column 4 on vertical direction, and be fixed in on packing wall body 1 reinforced column 4 through gag lever post 9 of mount 8, cooperation scalable footstock 7 and base 6, ensure pouring the in-process, the impact force of concrete can not make reinforced column 4 squint, strengthen constructional column 2's intensity, construction quality is improved, and construction efficiency is improved.
The telescopic footstock 7 comprises a supporting plate 10, a telescopic rod 11 and a footstock body 12; the inside at reinforcing bar post 4 is fixed to backup pad 10 level, and the upper end of backup pad 10 is fixed with the telescopic link 11 of vertical setting, and telescopic link 11 is the screw thread telescopic link, and telescopic link 11 top is fixed at footstock body 12 bottom central authorities, and footstock body 12 activity is pegged graft in reinforcing bar post 4 upper end, through adjusting telescopic link 11, makes the top surface and the upper beam contact of scalable footstock 7, and the bottom surface and the ground contact of base 6 guarantee at the steadiness of vertical direction.
Every mount 8 is all including the spacing lantern ring 13 that is fixed in 4 both sides of steel column to and insert the gag lever post 9 of establishing in two spacing lantern rings 13, gag lever post 9 is fixed in the packing wall body 1 corresponding with spacing lantern ring 13, wears steel column 4 through spacing lantern ring 13 and carries out the position restriction on gag lever post 9, guarantees that steel column 4 can not produce the skew angle with vertical face, can effectually avoid producing position change under the impact force of steel column 4 concrete moreover.
The top of infilled wall 1 is equipped with adjustment layer 14, and adjustment layer 14 comprises a plurality of pairs of triangular block 15 to the reorganization building block brick of building and forming, has filled the concrete in every splicing department of two triangular block 15 to, makes infilled wall 1 and the laminating department of original upper beam can be crowded tightly through triangular block 15, avoids the crack that causes and leaks when using a large amount of concrete to fill.
The upper racking opening of each racking 3 is an oblique racking opening, and the air inside the racking opening can be effectively discharged when pouring.
The top surface lateral part of scalable footstock 7 and the bottom surface lateral part of base 6 are fixed with a plurality of and consolidate the lug 16, and through setting up the reinforcement lug 16 for the reinforcement post 4 combines inseparabler under the effect of concrete with upper beam and ground.
Instructions for use: when reinforced column 4 fixed, the bottom surface and the ground contact of base 6 make the top surface and the contact of entablature of scalable footstock 7 through adjusting telescopic link 11, support reinforced column 4 between entablature and ground, wear reinforced column 4 through spacing lantern ring 13 and carry out the position restriction on gag lever post 9.
The above description is only a preferred embodiment of the present invention, and should not be taken as limiting the invention, and any modifications, equivalent replacements, improvements, etc. made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (6)
1. An aerated concrete block filled wall comprises a filled wall and a constructional column;
pre-reserving serrated racking in the center of the filling wall body, wherein the structural column is filled in the serrated racking; the constructional column comprises a reinforced column and filled concrete; the method is characterized in that: a base is fixed at the lower end of the reinforced column, and a telescopic top seat is fixed at the upper end of the reinforced column; a plurality of fixing frames are fixed on the steel bar column between the base and the telescopic top seat, and the fixing frames are fixed on the corresponding filling wall body through limiting rods.
2. The aerated concrete block filled wall according to claim 1, characterized in that: the telescopic footstock comprises a supporting plate, a telescopic rod and a footstock body; the supporting plate is horizontally fixed inside the steel bar column, the vertically arranged telescopic rod is fixed at the upper end of the supporting plate, the top of the telescopic rod is fixed at the center of the bottom of the top seat body, and the top seat body is inserted into the upper end of the steel bar column in a vertically sliding mode.
3. An aerated concrete block infilled wall according to any of claims 1 or 2, characterized in that: each fixing frame comprises limiting sleeve rings fixed on two sides of the steel bar column and limiting rods inserted in the two limiting sleeve rings, and the limiting rods are fixed in the filling wall body corresponding to the limiting sleeve rings.
4. The aerated concrete block filled wall according to claim 1, characterized in that: the top of the filling wall body is provided with an adjusting layer, the adjusting layer is formed by a plurality of pairs of triangular building blocks through pair building of recombined building block bricks, and concrete is filled at the splicing position of each pair of two triangular building blocks.
5. The aerated concrete block filled wall according to claim 1, characterized in that: every the upper racking of serrated racking is oblique racking.
6. The aerated concrete block filled wall according to claim 1, characterized in that: the top surface of the top seat and the bottom surface of the base are provided with a plurality of reinforcing convex blocks.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920992704.XU CN210288778U (en) | 2019-06-27 | 2019-06-27 | Aerated concrete block filling wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920992704.XU CN210288778U (en) | 2019-06-27 | 2019-06-27 | Aerated concrete block filling wall |
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| Publication Number | Publication Date |
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| CN210288778U true CN210288778U (en) | 2020-04-10 |
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| CN201920992704.XU Active CN210288778U (en) | 2019-06-27 | 2019-06-27 | Aerated concrete block filling wall |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112814199A (en) * | 2020-12-30 | 2021-05-18 | 中国建筑第八工程局有限公司 | Masonry wall structure |
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2019
- 2019-06-27 CN CN201920992704.XU patent/CN210288778U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112814199A (en) * | 2020-12-30 | 2021-05-18 | 中国建筑第八工程局有限公司 | Masonry wall structure |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder |
Address after: The Inner Mongolia Autonomous Region city Dongsheng District 017000 Ordos ejinhuro Street No. 7 Patentee after: INNER MONGOLIA XINGTAI CONSTRUCTION GROUP Co.,Ltd. Address before: 017099 T4 tower, Xingtai Business Plaza (CBD), South Bank of Ulan Mulun River, Kangbashi New District, Ordos City, Inner Mongolia Autonomous Region Patentee before: INNER MONGOLIA XINGTAI CONSTRUCTION GROUP Co.,Ltd. |
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| CP02 | Change in the address of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: The Inner Mongolia Autonomous Region city Dongsheng District 017000 Ordos ejinhuro Street No. 7 Patentee after: Xingtai Construction Group Co., Ltd Address before: The Inner Mongolia Autonomous Region city Dongsheng District 017000 Ordos ejinhuro Street No. 7 Patentee before: INNER MONGOLIA XINGTAI CONSTRUCTION GROUP Co.,Ltd. |
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| CP01 | Change in the name or title of a patent holder |