CN214658047U - Steel structure concrete building house - Google Patents

Steel structure concrete building house Download PDF

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Publication number
CN214658047U
CN214658047U CN202023211472.1U CN202023211472U CN214658047U CN 214658047 U CN214658047 U CN 214658047U CN 202023211472 U CN202023211472 U CN 202023211472U CN 214658047 U CN214658047 U CN 214658047U
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China
Prior art keywords
wallboard
support
wall
side fascia
connecting piece
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CN202023211472.1U
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Chinese (zh)
Inventor
何涛
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Sichuan Fenglinrui Construction Engineering Co ltd
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Sichuan Fenglinrui Construction Engineering Co ltd
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Abstract

The utility model discloses a steel construction concrete building house, including support column, interior wallboard, side fascia, wallboard connecting piece and auxiliary stand, the vertical installation of support column is subaerial, installs interior wallboard and side fascia between the adjacent support column, through wallboard connecting piece fixed connection between interior wallboard and the side fascia, and interior wallboard still is equipped with the auxiliary stand of being connected with the wall connecting piece with the side fascia outside. The utility model discloses a set up the wallboard connecting piece between interior wallboard and side fascia, make interior wallboard and side fascia connect into whole through the wallboard connecting piece, reinforcing bar net and concrete can be placed to interior wallboard and side fascia cavity simultaneously, no longer need dismantle after making the house construct, decorate once more after interior wallboard and side fascia can remove the house from simultaneously and construct.

Description

Steel structure concrete building house
Technical Field
The utility model relates to a steel construction concrete house field especially relates to a steel construction concrete building house.
Background
Current house adopts the steel-concrete structure to build for guaranteeing its structural strength mostly, but the house of steel-concrete structure need use before building and sets up the mould, then sets up the completion back at the mould, puts into reinforcing bar net and concrete in the mould, still will dismantle the mould after waiting the concrete shaping, leads to its manufacturing cycle length, and the mould is dismantled and is still need decorate the wall after accomplishing. Because of the high hardness of concrete walls, it is cumbersome to install components after finishing the wall surface.
Disclosure of Invention
An object of the utility model is to provide a steel construction concrete building house, this house can shorten the build time, the installation component of being convenient for simultaneously.
The utility model aims at realizing through the following technical scheme:
steel construction concrete building house, including support column, interior wallboard, side fascia, wallboard connecting piece and auxiliary stand, the vertical installation of support column is subaerial, installs interior wallboard and side fascia between the adjacent support column, through wallboard connecting piece fixed connection between interior wallboard and the side fascia, and interior wallboard still is equipped with the auxiliary stand who is connected with wall connecting piece with the side fascia outside.
Wallboard connecting piece includes support sleeve, limiting flange dish and screw thread post, support sleeve horizontal installation is between interior wallboard and side fascia, and the support sleeve both ends all are processed have with interior wallboard lateral wall and side fascia lateral wall complex supporting disk, processing has the internal thread on the support sleeve's the inner wall, limiting flange dish has two, limiting flange dish's lateral wall mid-mounting have with interior screw-thread fit's screw thread post, and with limiting flange dish integrated into one piece.
And the side wall of the limiting flange plate, which is back to the threaded column, is provided with a connecting lug.
The auxiliary support comprises a support rod, foot rests, telescopic tension rods and a cross beam, the support rod is provided with a plurality of parts, the support rod is obliquely installed on the outer sides of the inner wall plate and the outer wall plate, the higher end of the support rod is connected with a wall connecting piece located at the top, the lower end of the support rod is hinged with the foot rests, the foot rests are fixed on the ground, the support rod is hinged with the telescopic tension rods used for connecting the wall connecting pieces, and the support rods are connected into a whole through the cross beam.
The telescopic tensioning rod comprises an inner sleeve, an outer sleeve, a pipe hoop and a universal joint, the outer sleeve is hinged to the support rod, the telescopic inner sleeve is sleeved in the outer sleeve, the pipe hoop locking the inner sleeve is installed at the end, far away from the hinged position, of the outer sleeve, and the universal joint matched with the wallboard connecting piece is installed at the extending end of the inner sleeve.
The utility model provides a beneficial effect that steel construction concrete building house has is:
(1) the inner wall board and the outer wall board are connected into a whole through the wall board connecting piece by arranging the wall board connecting piece between the inner wall board and the outer wall board, and meanwhile, the reinforcing mesh and the concrete can be placed in the cavity of the inner wall board and the outer wall board, so that the inner wall board and the outer wall board do not need to be disassembled after the building is built, and the problem of secondary decoration after the building is built can be solved;
(2) by arranging the wallboard connecting piece, the inner wallboard and the outer wallboard can be supported, and meanwhile, the wallboard connecting piece can also be used as a connecting point for mounting parts such as a tool box on the wall surface in the later period, so that the concrete wall is prevented from being punched, and the integrity of the wall surface is ensured;
(3) through setting up auxiliary stand, wallboard and side fascia in can supporting to cause the wall to warp when avoiding concreting.
Drawings
In order to more clearly illustrate the technical solutions of the embodiments of the present invention, the drawings that are required to be used in the embodiments will be briefly described below, it should be understood that the following drawings only illustrate some embodiments of the present invention, and therefore should not be considered as limiting the scope, and for those skilled in the art, other related drawings can be obtained according to the drawings without inventive efforts.
Fig. 1 is a top view structure diagram provided in the embodiment of the present invention.
Fig. 2 is a cross-sectional view taken along line a-a of fig. 1.
Fig. 3 is a schematic structural view of a wall plate connector provided by the embodiment of the present invention.
Fig. 4 is a schematic structural view of an auxiliary stand according to an embodiment of the present invention.
Reference numerals: 1. a support pillar; 2. an inner wall panel; 3. an external wall panel; 4. a wallboard connector; 41. a support sleeve; 42. a limiting flange plate; 43. a threaded post; 44. connecting lugs; 5. an auxiliary support; 51. a support bar; 52. a foot rest; 53. a telescopic tension rod; 531. an inner sleeve; 532. an outer sleeve; 533. a pipe hoop; 534. a universal joint; 54. a cross member.
Detailed Description
Examples
As shown in fig. 1 to 4, the steel structure concrete building provided by this embodiment includes support columns 1, inner wall panels 2, outer wall panels 3, wall panel connectors 4 and auxiliary brackets 5, where the support columns 1 are vertically installed on the ground, the support columns 1 can be made of i-steel, the inner wall panels 2 and the outer wall panels 3 are installed between adjacent support columns 1, the inner wall panels 2 and the outer wall panels 3 are fixedly connected by the wall panel connectors 4, so that a cavity for installing a reinforcing mesh and filling concrete is formed therebetween, the wall panel connectors 4 include support sleeves 41, limiting flanges 42 and threaded columns 43, the support sleeves 41 are horizontally installed between the inner wall panels 2 and the outer wall panels 3, support plates contacting with the side walls of the inner wall panels 2 and the side walls of the outer wall panels 3 are respectively processed at both ends of the support sleeves 41, internal threads are processed on the inner walls of the support sleeves 41, two limiting flanges 42 are provided, the middle part of the side wall of the limiting flange 42 is provided with a threaded column 43 matched with the internal thread and is integrally formed with the limiting flange 42, the side wall of the limiting flange 42 opposite to the threaded column 43 is provided with a connecting lug 44, the outer sides of the inner wall plate 2 and the outer wall plate 3 are also provided with an auxiliary support 5 connected with a wall connecting piece, the auxiliary support 5 comprises a plurality of supporting rods 51, foot rests 52, telescopic tensioning rods 53 and cross beams 54, the supporting rods 51 are obliquely arranged on the outer sides of the inner wall plate 2 and the outer wall plate 3, the higher end of the supporting rod 51 is connected with the wall connecting piece positioned at the top, the lower end of the supporting rod 51 is hinged with the foot rests 52, the foot rests 52 are fixed on the ground, the supporting rod 51 is hinged with a plurality of telescopic tensioning rods 53 used for connecting the wall connecting pieces 4, and in order to improve the supporting stability of the auxiliary support 5, the plurality of supporting rods 51 are connected into a whole through the cross beams 54, the telescopic tensioning rod 53 comprises an inner sleeve 531, an outer sleeve 532, a pipe hoop 533 and a universal joint 534, the outer sleeve 532 is hinged on the support rod 51, the telescopic inner sleeve 531 is sleeved in the outer sleeve 532, the pipe hoop 533 for locking the inner sleeve 531 is installed at the end of the outer sleeve 532 far away from the hinged position, and the universal joint 534 matched with the wall board connecting piece 4 is installed at the extending end of the inner sleeve 531.
The utility model discloses a use method is:
when the support column is used, the support column 1 is fixed on the ground, then the inner wall plate 2 and the outer wall plate 3 are superposed, a plurality of through holes aligned in vertical rows are processed on the inner wall plate 2 and the outer wall plate 3, then the inner wall plate 2 is installed on the support column 1, one end of the support sleeve 41 is aligned with the through holes, then the other side of the inner wall plate 2 is provided with a limit flange 42, the threaded columns 43 on the limit flange 42 are in threaded connection in the support sleeve 41, then the auxiliary support 5 is installed on one side of the inner wall plate 2, when the auxiliary support 5 is installed, the support rod 51 is connected with the connecting lugs 44 with the highest vertical rows, then the bottom of the support rod 51 is fixed on the ground through the foot stool 52, then a plurality of tensioning telescopic rods 53 on the support rod 51 are in one-to-one correspondence with and fixed with the wall plate connecting pieces 4 on the vertical rows, when the telescopic tensioning rods 53 are used, the pipe hoops 533 are loosened, the inner sleeve 531 is pulled out, connect the universal joint 534 on interior sleeve pipe 531 with the engaging lug 44 that corresponds fixedly, then lock through ferrule 533, a length for fixed flexible pull rod, fix into whole with many spinal branchs vaulting pole 51 through crossbeam 54 subsequently, then install the reinforcing bar net on interior wallboard 2, install side fascia 3 after the reinforcing bar net installation is accomplished, during the installation of side fascia 3, make the through-hole on the side fascia 3 correspond with supporting sleeve 41, then come another limiting flange 42 screw thread and reach in supporting sleeve 41, support side fascia 3 through auxiliary stand 5 subsequently, after the installation, pour the concrete between interior wallboard 2 and side fascia 3, after the concrete shaping, dismantle auxiliary stand 5, make concrete building house.
The wall in concrete building house need not to decorate again because there are interior wallboard 2 and side fascia 3 to support, if what part or equipment of wall mounting, only need unscrew limiting flange 42, just can provide the installation hole site through support sleeve 41, removes the step that back later stage was punched from, makes the wall cleaner and tidier.
The above is only the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any modification and replacement based on the technical solution and the utility model should be covered in the protection scope of the present invention. It should be noted that structures or components illustrated in the drawings are not necessarily drawn to scale, and descriptions of well-known components and processing techniques and technologies are omitted to avoid unnecessarily limiting the invention.

Claims (5)

1. Steel construction concrete building house, its characterized in that: including support column, interior wallboard, side fascia, wallboard connecting piece and auxiliary stand, the vertical installation of support column is subaerial, installs interior wallboard and side fascia between the adjacent support column, through wallboard connecting piece fixed connection between interior wallboard and the side fascia, and interior wallboard still is equipped with the auxiliary stand who is connected with the wall connecting piece with the side fascia outside.
2. The steel structural concrete building house of claim 1, wherein: wallboard connecting piece includes support sleeve, limiting flange dish and screw thread post, support sleeve horizontal installation is between interior wallboard and side fascia, and the support sleeve both ends all are processed have with interior wallboard lateral wall and side fascia lateral wall complex supporting disk, processing has the internal thread on the support sleeve's the inner wall, limiting flange dish has two, limiting flange dish's lateral wall mid-mounting have with interior screw-thread fit's screw thread post, and with limiting flange dish integrated into one piece.
3. The steel structural concrete building house of claim 2, wherein: and the side wall of the limiting flange plate, which is back to the threaded column, is provided with a connecting lug.
4. The steel structural concrete building house of claim 2, wherein: the auxiliary support comprises a support rod, foot rests, telescopic tension rods and a cross beam, the support rod is provided with a plurality of parts, the support rod is obliquely installed on the outer sides of the inner wall plate and the outer wall plate, the higher end of the support rod is connected with a wall connecting piece located at the top, the lower end of the support rod is hinged with the foot rests, the foot rests are fixed on the ground, the support rod is hinged with the telescopic tension rods used for connecting the wall connecting pieces, and the support rods are connected into a whole through the cross beam.
5. The steel structural concrete building house of claim 4, wherein: the telescopic tensioning rod comprises an inner sleeve, an outer sleeve, a pipe hoop and a universal joint, the outer sleeve is hinged to the support rod, the telescopic inner sleeve is sleeved in the outer sleeve, the pipe hoop locking the inner sleeve is installed at the end, far away from the hinged position, of the outer sleeve, and the universal joint matched with the wallboard connecting piece is installed at the extending end of the inner sleeve.
CN202023211472.1U 2020-12-28 2020-12-28 Steel structure concrete building house Active CN214658047U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202023211472.1U CN214658047U (en) 2020-12-28 2020-12-28 Steel structure concrete building house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202023211472.1U CN214658047U (en) 2020-12-28 2020-12-28 Steel structure concrete building house

Publications (1)

Publication Number Publication Date
CN214658047U true CN214658047U (en) 2021-11-09

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CN202023211472.1U Active CN214658047U (en) 2020-12-28 2020-12-28 Steel structure concrete building house

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CN (1) CN214658047U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114412021A (en) * 2022-01-24 2022-04-29 安徽富煌钢构股份有限公司 Wallboard assembly for assembly type building and assembly method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN114412021A (en) * 2022-01-24 2022-04-29 安徽富煌钢构股份有限公司 Wallboard assembly for assembly type building and assembly method

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