CN223164063U - Large-span super high ALC wallboard combination partition wall - Google Patents
Large-span super high ALC wallboard combination partition wallInfo
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- CN223164063U CN223164063U CN202422418861.3U CN202422418861U CN223164063U CN 223164063 U CN223164063 U CN 223164063U CN 202422418861 U CN202422418861 U CN 202422418861U CN 223164063 U CN223164063 U CN 223164063U
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Abstract
本实用新型涉及ALC墙板技术领域，更具体而言，涉及一种大跨度超高ALC墙板组合隔墙。包括框架结构、复合支撑受力结构和ALC墙板，框架结构包括两对称设置的框架柱，两框架柱的顶部之间通过框架梁连接，复合支撑受力结构包括支撑方管柱和横向工字钢梁，支撑方管柱在框架梁中心点下方竖直设置，横向工字钢梁设置在两框架柱之间水平设置，横向工字钢梁的两端分别固定在两侧框架柱上，ALC墙板设置在框架结构内，ALC墙板包括设置在横向工字钢梁以上的上层ALC板和设置在横向工字钢梁以下的下层ALC板。本组合隔墙有效解决了超高ALC板安装困难，直接拼接墙体稳定性差、规范墙厚比限制条件等诸多难题。本实用新型主要应用于大跨度超高ALC墙板组合隔墙方面。
The present invention relates to the technical field of ALC wall panels, and more specifically, to a large-span, ultra-high ALC wall panel composite partition wall. It comprises a frame structure, a composite support and load-bearing structure, and an ALC wall panel. The frame structure comprises two symmetrically arranged frame columns, the tops of the two frame columns are connected by a frame beam, the composite support and load-bearing structure comprises a supporting square tube column and a transverse I-beam, the supporting square tube column is vertically arranged below the center point of the frame beam, the transverse I-beam is horizontally arranged between the two frame columns, the two ends of the transverse I-beam are respectively fixed to the frame columns on both sides, the ALC wall panel is arranged in the frame structure, and the ALC wall panel comprises an upper ALC panel arranged above the transverse I-beam and a lower ALC panel arranged below the transverse I-beam. This composite partition wall effectively solves many problems such as the difficulty in installing ultra-high ALC panels, the poor stability of directly spliced walls, and the restrictions of the standard wall thickness ratio. The present invention is mainly used in large-span, ultra-high ALC wall panel composite partition walls.
Description
Technical Field
The utility model relates to the technical field of ALC wallboards, in particular to a large-span ultra-high ALC wallboard combined partition wall.
Background
In recent years, industrialized buildings are greatly promoted in China, the building assembly rate is required to be improved year by year, and definite requirements are provided for the assembly rate. In order to meet the demand of the assembly rate of public buildings, corresponding prefabricated component products are also layered endlessly, the assembled inner wallboard is widely applied to various buildings, and an autoclaved lightweight aerated concrete partition board (ALC board for short) is a common form.
The thickness of the ALC plate for the inner and outer partition walls is 200mm, the width is 600mm, and the length is 6000mm. However, public buildings generally have the characteristics of large span, high height, difficult installation and the like, the installation heights are all about 10m, the latest specifications of the ALC plates prescribe that the length-thickness ratio of the external wall plates is less than or equal to 30, the length-thickness ratio of the partition plates is less than or equal to 40, and the height of the ALC plates in the market cannot meet the construction requirements of the ultra-high inner partition walls.
The utility model discloses an ultra-high ALC wallboard and brick masonry composite partition wall structure, which relates to the technical field of ultra-high ALC wallboard structures and comprises two groups of oppositely arranged frame columns, wherein the frame columns are connected through frame beams, the frame columns and the frame beams are integrally arranged to form a frame body structure, concrete ring beams are arranged in the frame body structure, a plurality of groups of concrete beam columns are arranged on the concrete ring beams at intervals, each group of concrete beam columns and the concrete ring beams form a T-shaped structure, and ultra-high ALC wallboard modules are arranged between the frame beams and the concrete ring beams. The prior patent solves the problem that the length-thickness ratio of the ultra-high ALC partition plate is not enough in height under the limiting condition, but the construction period is long, and the construction precision of the masonry and the ring beam directly influences the installation precision of the ALC plate, especially in narrow space areas such as a bathroom.
Disclosure of utility model
In order to overcome the defects in the prior art, the utility model provides a large-span ultrahigh ALC wallboard combined partition wall.
In order to solve the technical problems, the utility model adopts the following technical scheme:
The utility model provides a large-span superelevation ALC wallboard combination partition wall, includes frame construction, compound support atress structure and ALC wallboard, frame construction includes the frame post that two symmetries set up, connects through the frame roof beam between the top of two frame posts, compound support atress structure includes support square tubular column and horizontal I-steel beam, support square tubular column is in the vertical setting in frame roof beam central point below, horizontal I-steel beam sets up two the level sets up between the frame post, the both ends of horizontal I-steel beam are fixed respectively on the frame post of both sides, the ALC wallboard sets up in the frame construction, the ALC wallboard is including setting up the upper strata ALC board above horizontal I-steel beam and setting up the lower floor ALC board below horizontal I-steel beam.
The utility model discloses a support square pipe post, including support square pipe post, ALC board U-shaped fixture is provided with the both sides of support square pipe post, ALC board U-shaped fixture opening one side sets up towards both sides frame post, ALC board U-shaped fixture is in the welding sets up on the support square pipe post.
The installation interval of the ALC plate U-shaped clamp in the vertical direction is 600mm.
The bottom of the upper ALC plate is embedded into the transverse I-beam, and the top of the lower ALC plate is embedded into the transverse I-beam.
The galvanized flat iron is arranged on the inner side surface of the top of the upper-layer ALC plate, angle irons are arranged at the lower edge of the frame beam and fixed on the frame beam through expansion screws, the galvanized flat iron is connected with the vertical surface of the angle irons through hook bolts, and the hook bolts penetrate through the upper-layer ALC plate.
C-shaped square steel cladding is arranged at the top and the side face of the lower-layer ALC plate, the C-shaped square steel is fixed on the lower-layer ALC plate through self-tapping screws, and a galvanized steel plate is arranged at the bottom of the lower-layer ALC plate.
And tongue-and-groove joints are arranged between the upper ALC plates and between the lower ALC plates, and the tongue-and-groove joints are bonded with grid cloth with the width of 200mm and pressed into polymer cement mortar.
The galvanized steel wire mesh is arranged at the joint of the upper ALC plate and the frame beam as well as the transverse I-beam, the galvanized steel wire mesh is fixed with the frame beam and the transverse I-beam through spot welding, and the galvanized steel wire mesh is arranged at the joint of the top of the lower ALC plate and the transverse I-beam, and the galvanized steel wire mesh is fixed with the transverse I-beam through spot welding.
And a gap of 10-15 mm is reserved between the upper ALC plate and the frame column or between the upper ALC plate and the frame beam, the gap is filled with PU foaming agent or polymer mortar, and a gap of 10-15 mm is reserved between the lower ALC plate and the frame column, and the gap is filled with PU foaming agent or polymer mortar.
Compared with the prior art, the utility model has the following beneficial effects:
The ultra-high and large-span space structure is divided into a plurality of small units by arranging the square tubular columns and the I-shaped steel beams, all the units are spliced into the whole wall body by the ALC plates, the problems that the ultra-high ALC plates are difficult to install, the stability of the directly spliced wall body is poor, the standard wall thickness ratio is limited and the like are effectively solved, the upper ALC plates are fixed in the I-shaped steel beams and are connected by adopting angle steel, flat iron and hook bolts, the deformation resistance of the ALC plates is improved, C-shaped square steel is arranged on the lower ALC plates at the opening part of the door opening, grid cloth is arranged at the joint part of the plates and the plates, and galvanized steel wire nets are arranged at the positions of the frame columns and the frame beams, so that the cracking of the ALC plates is avoided.
Drawings
FIG. 1 is a schematic diagram of the structure of the present utility model;
FIG. 2 is a schematic illustration of the present utility model without the ALC wall panel installed;
FIG. 3 is a schematic view of the upper ALC board connection in the present utility model;
FIG. 4 is a schematic view of the connection of ALC wall panels and transverse I-beams in accordance with the present utility model;
FIG. 5 is a schematic illustration of the connection of the ALC wallboard and the U-shaped fixture of the ALC board in the present utility model;
FIG. 6 is a schematic view of the lower ALC plate of the present utility model;
In the figure, 1 is a frame column, 2 is a frame beam, 3 is a supporting square column, 4 is a transverse I-shaped steel beam, 5 is an upper ALC plate, 6 is a lower ALC plate, 7 is an ALC plate U-shaped fixture, 8 is angle steel, 9 is galvanized flat iron, 10 is a hook bolt, 11 is C-shaped square steel and 12 is galvanized steel plate.
Detailed Description
In order that the above-recited objects, features and advantages of the present utility model will be more clearly understood, a more particular description of the utility model will be rendered by reference to specific embodiments thereof which are illustrated in the appended drawings. It should be noted that, without conflict, the embodiments of the present utility model and features in the embodiments may be combined with each other.
In the following description, numerous specific details are set forth in order to provide a thorough understanding of the present utility model, but the present utility model may be practiced otherwise than as described, and therefore the scope of the present utility model is not limited to the specific embodiments disclosed below.
As shown in FIG. 1 and FIG. 6, a large-span ultra-high ALC wallboard combined partition wall comprises a frame structure, a composite support stress structure and ALC wallboards, wherein the frame structure comprises frame columns 1 which are symmetrically arranged, the tops of the two frame columns 1 are connected through frame beams 2, the composite support stress structure comprises a support square pipe column 3 and a transverse I-shaped steel beam 4, the support square pipe column 3 is vertically arranged below the center point of the frame beams 2, the transverse I-shaped steel beam 4 is horizontally arranged between the two frame columns 1, two ends of the transverse I-shaped steel beam 4 are respectively fixed on the frame columns 1 on two sides, the ALC wallboards are arranged in the frame structure, and each ALC wallboard comprises an upper-layer ALC board 5 arranged above the transverse I-shaped steel beam 4 and a lower-layer ALC board 6 arranged below the transverse I-shaped steel beam 4.
Preferably, the two sides of the supporting square pipe column 3 are provided with ALC plate U-shaped clamps 7, one side of the opening of the ALC plate U-shaped clamps 7 faces the frame columns 1 on the two sides, and the ALC plate U-shaped clamps 7 are welded on the supporting square pipe column 3.
Preferably, the ALC plate U-shaped clamp 7 is installed at a pitch of 600mm in the vertical direction.
Preferably, the bottom of the upper ALC plate 5 is embedded into the transverse I-beam 4, and the top of the lower ALC plate 6 is embedded into the transverse I-beam 4.
Preferably, a galvanized flat iron 9 is arranged on the inner side surface of the top of the upper-layer ALC plate 5, an angle iron 8 is arranged at the lower edge of the frame beam 2, the angle iron 8 is fixed on the frame beam 2 through an expansion screw, the galvanized flat iron 9 is connected with the vertical surface of the angle iron 8 through a hook bolt 10, and the hook bolt 10 penetrates through the upper-layer ALC plate 5.
Preferably, the top and the side surfaces of the lower ALC plate 6 are both provided with C-shaped square steel 11 for cladding, the C-shaped square steel 11 is fixed on the lower ALC plate through self-tapping screws, and the bottom of the lower ALC plate 6 is provided with a galvanized steel plate 12.
Preferably, tongue-and-groove seams are arranged between the upper ALC plates 5 and between the lower ALC plates 6, mesh cloth with the width of 200mm is bonded between the tongue-and-groove seams, and polymer cement mortar is pressed in. The total thickness is about 5-10 mm, and the width is 200mm.
Preferably, galvanized steel wire meshes are arranged at the joint of the upper ALC plate 5 and the frame beam 2 and the transverse I-beam 4, the galvanized steel wire meshes are fixed with the frame beam 2 and the transverse I-beam 4 by spot welding, and galvanized steel wire meshes are arranged at the joint of the top of the lower ALC plate 6 and the transverse I-beam 4, and the galvanized steel wire meshes are fixed with the transverse I-beam 4 by spot welding.
Preferably, 10-15 mm gaps are reserved between the upper ALC plate 5 and the frame columns 1 and between the upper ALC plate and the frame beams 2, the gaps are filled with PU foaming agents or polymer mortar, 10-15 mm gaps are reserved between the lower ALC plate 6 and the frame columns 1, and the gaps are filled with PU foaming agents or polymer mortar.
The frame beam 2 is formed by connecting two relatively independent frame columns 1 into a whole, the frame columns 1 and the frame beams 2 are connected in a rigid connection or a hinged connection manner, a frame structure of a bearing system is formed, supporting square pipe columns 3 and transverse I-shaped steel beams 4 are distributed in the surrounding area of the frame beams 2 and the frame columns 1, a plurality of groups of supporting square pipe columns 3 are distributed at equal intervals when the span is large, welding is adopted between the supporting square pipe columns 3 and the transverse I-shaped steel beams 4, and a composite stress structure formed by a concrete frame and a steel frame is formed. For the convenience of operation, the upper ALC plate 5 is installed first, then the lower ALC plate 6 is installed, and grooves are reserved on the edges of the upper ALC plate 5 and the lower ALC plate 6. After the upper ALC plate 5 is installed, the upper ALC plate 5 or the lower ALC plate 6 on two sides of the supporting square pipe column 3 is fixed by means of a hook head through a hook head bolt 10 in a mode of being clamped into an ALC plate U-shaped clamp 7.
The present utility model has been described in detail with reference to the preferred embodiments thereof, but the present utility model is not limited to the above embodiments, and various changes can be made within the knowledge of those skilled in the art without departing from the spirit of the present utility model, and the present utility model is not limited to the above embodiments.
Claims (9)
1. The large-span ultra-high ALC wallboard combined partition wall is characterized by comprising a frame structure, a composite supporting stress structure and ALC wallboards, wherein the frame structure comprises two symmetrically arranged frame columns (1), the tops of the two frame columns (1) are connected through a frame beam (2), the composite supporting stress structure comprises a supporting square pipe column (3) and a transverse I-shaped steel beam (4), the supporting square pipe column (3) is vertically arranged below the center point of the frame beam (2), the transverse I-shaped steel beam (4) is horizontally arranged between the two frame columns (1), two ends of the transverse I-shaped steel beam (4) are respectively fixed on the two side frame columns (1), the ALC wallboards are arranged in the frame structure, and each ALC wallboard comprises an upper-layer ALC board (5) arranged above the transverse I-shaped steel beam (4) and a lower-layer ALC board (6) arranged below the transverse I-shaped steel beam (4).
2. The large-span ultra-high ALC wallboard combined partition wall of claim 1, wherein ALC board U-shaped clamps (7) are arranged on two sides of the supporting square pipe column (3), one opening side of each ALC board U-shaped clamp (7) faces to two side frame columns (1), and each ALC board U-shaped clamp (7) is welded on the supporting square pipe column (3).
3. A large span ultra high ALC wallboard composite partition wall as in claim 2, wherein the spacing between the U-shaped clamps (7) of the ALC board is 600mm in the vertical direction.
4. The large-span ultra-high ALC wallboard combined partition wall of claim 1, wherein the bottom of the upper ALC board (5) is embedded into the transverse I-steel beam (4), and the top of the lower ALC board (6) is embedded into the transverse I-steel beam (4).
5. The large-span ultra-high ALC wallboard combined partition wall of claim 1, wherein galvanized flat iron (9) is arranged on the inner side surface of the top of the upper layer ALC board (5), angle iron (8) is arranged at the lower edge of the frame beam (2), the angle iron (8) is fixed on the frame beam (2) through expansion screws, the galvanized flat iron (9) is connected with the vertical surface of the angle iron (8) through hook head bolts (10), and the hook head bolts (10) penetrate through the upper layer ALC board (5).
6. The large-span ultra-high ALC wallboard combined partition wall of claim 1, wherein the top and the side of the lower ALC board (6) are both provided with C-shaped square steel (11) cladding, the C-shaped square steel (11) is fixed on the lower ALC board through tapping screws, and a galvanized steel sheet (12) is arranged at the bottom of the lower ALC board (6).
7. The large-span ultra-high ALC wallboard composite partition wall of claim 1, wherein tongue-and-groove seams are arranged between the upper ALC boards (5) and between the lower ALC boards (6), mesh cloth with the width of 200mm is bonded between the tongue-and-groove seams, and polymer cement mortar is pressed in the mesh cloth.
8. The large-span ultra-high ALC wallboard combined partition wall of claim 1, wherein a galvanized steel wire mesh is arranged at the joint of the upper ALC board (5) and the frame beam (2) and the transverse I-beam (4), the galvanized steel wire mesh is fixed with the frame beam (2) and the transverse I-beam (4) by spot welding, and a galvanized steel wire mesh is arranged at the joint of the top of the lower ALC board (6) and the transverse I-beam (4), and the galvanized steel wire mesh is fixed with the transverse I-beam (4) by spot welding.
9. The large-span ultra-high ALC wallboard combined partition wall is characterized in that 10-15 mm gaps are reserved between the upper ALC board (5) and the frame columns (1) and between the upper ALC board and the frame beams (2), the gaps are filled with PU foaming agents or polymer mortar, 10-15 mm gaps are reserved between the lower ALC board (6) and the frame columns (1), and the gaps are filled with PU foaming agents or polymer mortar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202422418861.3U CN223164063U (en) | 2024-10-08 | 2024-10-08 | Large-span super high ALC wallboard combination partition wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202422418861.3U CN223164063U (en) | 2024-10-08 | 2024-10-08 | Large-span super high ALC wallboard combination partition wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN223164063U true CN223164063U (en) | 2025-07-29 |
Family
ID=96494202
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202422418861.3U Active CN223164063U (en) | 2024-10-08 | 2024-10-08 | Large-span super high ALC wallboard combination partition wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN223164063U (en) |
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2024
- 2024-10-08 CN CN202422418861.3U patent/CN223164063U/en active Active
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