CN219863519U - ALC side fascia and major structure synchronous construction structure - Google Patents
ALC side fascia and major structure synchronous construction structure Download PDFInfo
- Publication number
- CN219863519U CN219863519U CN202321061619.4U CN202321061619U CN219863519U CN 219863519 U CN219863519 U CN 219863519U CN 202321061619 U CN202321061619 U CN 202321061619U CN 219863519 U CN219863519 U CN 219863519U
- Authority
- CN
- China
- Prior art keywords
- wall panel
- external wall
- aluminum
- alc
- alc external
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 238000010276 construction Methods 0.000 title claims abstract description 38
- 230000001360 synchronised effect Effects 0.000 title claims abstract description 17
- 210000003195 fascia Anatomy 0.000 title description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims abstract description 55
- 229910052782 aluminium Inorganic materials 0.000 claims abstract description 55
- 238000011065 in-situ storage Methods 0.000 claims abstract description 14
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 4
- AZDRQVAHHNSJOQ-UHFFFAOYSA-N alumane Chemical group [AlH3] AZDRQVAHHNSJOQ-UHFFFAOYSA-N 0.000 claims 1
- 238000009434 installation Methods 0.000 abstract description 13
- 230000000149 penetrating effect Effects 0.000 description 7
- 230000002787 reinforcement Effects 0.000 description 6
- 230000003014 reinforcing effect Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000012528 membrane Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model relates to the technical field of construction of building main bodies, and discloses a synchronous construction structure of an ALC external wall panel and a main body structure, which comprises an ALC external wall panel and a cast-in-situ structural beam, wherein aluminum templates are arranged on two sides of the ALC external wall panel, an aluminum back stupefied template is fixedly arranged on the aluminum templates, and the cast-in-situ structural beam is fixedly arranged at the upper end of the aluminum templates; and the ALC external wall panel and the aluminum template are reinforced by a drawknot. The utility model can utilize the existence of the attached scaffold to insert the installation construction of the prefabricated wall panel in advance, realize the synchronous construction of the ALC external wall panel and the main body structure, and further solve the construction inconvenience and the safety risk caused by the secondary installation of the ALC external wall panel under the attached scaffold system.
Description
Technical Field
The utility model relates to the technical field of construction of building main bodies, in particular to an ALC external wall panel and main body structure synchronous construction structure.
Background
Along with the continuous development and maturity of novel building systems, the assembled building is pushed by a great deal, the assembled construction is popularized gradually, and an ALC (autoclaved lightweight concrete) plate is adopted by a wide design institute as one of the assembled construction contents, wherein the ALC external wall plate can be used as an outer wall of the building below 100 m. In the conventional ALC wallboard construction, after the main body construction is finished, the construction is uniformly installed and carried out in the later period, the construction is synchronous with the secondary structure, and the construction of the ALC wallboard on a common floor slab is more convenient; however, the ALC component is difficult to install on the building outer wall, particularly, in the case of adopting an attached lifting scaffold, the operation surface is almost not present, meanwhile, the ALC board is generally high in wall body height, the width is about 600mm, the body type weight is large, and independent lifting equipment is needed for auxiliary installation. Therefore, the later installation has great safety risk, and then an ALC external wall panel and main structure synchronous construction structure is provided.
Disclosure of Invention
The utility model provides an ALC external wall panel and main body structure synchronous construction structure, which solves the problems in the background technology.
In order to achieve the above purpose, the present utility model adopts the following technical scheme:
the synchronous construction structure of the ALC external wall panel and the main body structure comprises the ALC external wall panel and cast-in-situ structural beams, wherein aluminum templates are arranged on two sides of the ALC external wall panel, aluminum back ridge templates are fixedly arranged on the aluminum templates, and the cast-in-situ structural beams are fixedly arranged at the upper ends of the aluminum templates;
and the ALC external wall panel and the aluminum template are reinforced by a drawknot.
Preferably, the ALC external wall panel is in the shape of a vertical plate.
Preferably, the ALC external wall panel and the aluminum mould plate are reinforced by a wall-penetrating pull rod drawknot.
Preferably, the ALC external wall panel and the aluminum template are reinforced by a wall-penetrating pull rod penetrating through the rivet piece and the drawknot.
Preferably, the rear end of the aluminum template is hinged with a diagonal bracing rod.
Preferably, the cast-in-situ structural beam is provided with reinforcing steel bars.
The beneficial effects of the utility model are as follows:
1. the utility model can effectively solve the problem of secondary construction of the ALC external wall panel in the attached scaffold system.
2. The utility model ensures that the ALC external wall panel is constructed in a penetrating way in a primary structure, the top of the ALC external wall panel and the main body structure are poured together, and the cohesiveness of the top and the main body is improved.
3. The construction structure is finished through one-time pouring, the top of the ALC plate is free of gaps, the cohesiveness is good, and cracks among different materials are well controlled.
4. The utility model omits the secondary structure installation time and improves the working efficiency by inserting construction during installation.
5. The construction method is mainly aimed at the installation of the ALC plate on the upper part of the overhead beam body, and has good protection to the finished product and avoids the damage caused by subsequent construction.
6. The construction method of the utility model carries out full-die-matching design in the area of the ALC external wall panel, improves the integrity of the template, provides auxiliary effect for ALC installation and improves the installation quality; the method and structure for installing the comprehensive plate in a matched mode enable the vertical leveling quality of the whole wall surface to be improved.
7. The whole aluminum plate reinforcing system improves the application range, and if concrete structures such as constructional columns and the like are arranged among ALC precast slabs, the opposite-pulling screw rod is only required to be added in a concrete area for reinforcement, so that the construction is convenient.
Drawings
Fig. 1 is a schematic structural diagram of an ALC external wall panel and main structure synchronous construction structure according to the present utility model.
FIG. 2 is a cross-sectional view taken along line 1-1 of FIG. 1.
FIG. 3 is a cross-sectional view taken along line 2-2 of FIG. 1.
FIG. 4 is a cross-sectional view taken along line 3-3 of FIG. 1.
Fig. 5 is a cross-sectional view of fig. 1 taken along line 4-4.
Reference numerals in the drawings: 9 diagonal bracing bars, 11ALC external wall panels, 12 cast-in-situ structural beams, 13 aluminum templates, 14 aluminum back stupefied templates, 21 through-wall pull rods and 22 rivet sheets.
Detailed Description
The following description of the embodiments of the present utility model will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present utility model, but not all embodiments.
Referring to fig. 1-5, an ALC external wall panel and main body structure synchronous construction structure comprises an ALC external wall panel 11 and a cast-in-situ structural beam 12, wherein aluminum templates 13 are arranged on two sides of the ALC external wall panel 11, an aluminum back ridge template 14 is fixedly arranged on the aluminum templates 13, and the cast-in-situ structural beam 12 is fixedly arranged on the upper end of the aluminum templates 13;
the aluminum mould 13 is reinforced by the tie between the ALC external wall panel 11 and the aluminum mould.
In this embodiment, the ALC external wall panel 11 is a vertical panel in shape; the ALC external wall panel 11 and the aluminum mould plate 13 are reinforced by a wall-penetrating pull rod 21 in a drawknot manner; the ALC external wall panel 11 and the aluminum mould plate 13 are reinforced by a wall-penetrating pull rod 21 through a rivet piece 22 in a drawknot manner; the rear end of the aluminum template 13 is hinged with a diagonal bracing bar 9; the cast-in-situ structural beam 12 is provided with reinforcing steel bars.
Working principle: performing primary structure main body construction on the position of the ALC external wall panel 11 under the attached scaffold system; measuring and paying off, and positioning the ALC external wall panel 11 and the cast-in-situ structure; installing an aluminum template 13 on one side of the ALC external wall panel 11, and temporarily fixing the aluminum template 13 so that the aluminum template 13 and the aluminum back edge template 14 form a whole; hoisting the ALC external wall panel 11 into position; adjusting the verticality of the ALC external wall panel 11, and fixing the local pull-through long aluminum templates of the ALC external wall panel 11;
installing aluminum templates 13 on the other side of the ALC external wall panel 11, and tying and reinforcing the aluminum templates 13 on the two sides; reinforcing steel bars of the upper structural beam 12 are installed; performing concealed acceptance and pouring concrete; after the ALC external wall panel 11 is installed, fixing the position by adopting a through-length aluminum template; when the ALC external wall panel 11 is lifted in place, the lifting is performed by a vertical transportation tower crane; when the aluminum templates 13 on two sides of the ALC external wall panel 11 are subjected to tie-up reinforcement, the aluminum templates 13 on two sides are subjected to tie-up reinforcement through the wall-penetrating pull rod 21;
when the aluminum templates 13 on two sides of the ALC external wall panel 11 are subjected to tie-down reinforcement through the wall-through pull rod 21, the aluminum templates 13 on two sides are subjected to tie-down reinforcement through the wall-through pull rod 21 penetrating the rivet piece 22; when the aluminum templates 13 on two sides of the ALC external wall panel 11 are subjected to tie reinforcement through the wall-penetrating pull rods 21, the wall-penetrating pull rods 21 are arranged between the upper structural beam 12 and the lower structural beam 12; the aluminum template 13 at the cast-in-situ main body structure part is reinforced by adopting the diagonal bracing bar 9.
The whole mould matching design is carried out in the area of the ALC external wall panel 11, the integrity of the mould is improved, meanwhile, an auxiliary effect is provided for the installation of the ALC external wall panel 11, the installation quality is improved, the overall wall surface is provided with a high vertical flatness due to the overall mould matching installation, an overall aluminum plate reinforcing system is formed by an aluminum membrane plate 13 and an aluminum back stupefied template 14, the application range is improved, if concrete structures such as constructional columns are arranged between ALC precast slabs, namely, between the ALC external wall panels 11, and only a counter-pulling screw is needed to be added for reinforcing in the concrete area, so that the construction is convenient;
for example, the aluminum film plates 13 on two sides of the ALC external wall panel 11 are reinforced by the tie of the wall penetrating pull rod 21 through the rivet piece 22, in addition, the wall penetrating pull rod 21 is arranged between the upper and lower structural beams 12, the ALC external wall panel 11 is arranged to be a structure for penetrating construction in a primary structure, so that secondary structure installation time is saved, working efficiency is improved, a seamless structure is formed between the top of the ALC external wall panel 11 and a main structure, namely, the top of the ALC external wall panel 11 and the main structure are integrally cast, so that the adhesiveness between the top of the ALC external wall panel 11 and the main structure is improved, namely, the construction structure is finished by one-time casting, the top of the ALC external wall panel 11 is free of gaps, and the bonding adhesiveness is good, so that the crack control between different materials is better.
When the concrete structures such as constructional columns are arranged between the ALC external wall panels 11, the concrete areas are reinforced and connected through opposite-pulling screws, and fixing clips are arranged at the bottoms of the ALC external wall panels 11. The sponge strips can be fixed on the ALC external wall panel 11, the sponge strips can be adhered to the ALC external wall panel 11, the aluminum templates 13 are longitudinal rectangular plates, the number of the through-wall pull rods 21 can be at least two, and the two through-wall pull rods 21 can be respectively arranged on the upper part and the lower part of the combined connection structure of the ALC external wall panel 11, the aluminum templates 13 and the aluminum back ridge templates 14. The rivet piece 22 is provided with a through hole, the outside of the aluminum back edge template 14 is respectively provided with the rivet piece 22, and the wall penetrating pull rod 21 passes through the through hole on the rivet piece 22.
In the description of the present utility model, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings are merely for convenience in describing the present utility model and simplifying the description, and do not indicate or imply that the apparatus or elements referred to must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present utility model.
Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first", "a second", etc. may explicitly or implicitly include one or more such feature. In the description of the present utility model, the meaning of "a plurality" is two or more, unless explicitly defined otherwise.
The foregoing is only a preferred embodiment of the present utility model, but the scope of the present utility model is not limited thereto, and any person skilled in the art, who is within the scope of the present utility model, should make equivalent substitutions or modifications according to the technical scheme of the present utility model and the inventive concept thereof, and should be covered by the scope of the present utility model.
Claims (6)
1. The synchronous construction structure of the ALC external wall panel and the main body structure comprises an ALC external wall panel (11) and a cast-in-situ structural beam (12), and is characterized in that aluminum templates (13) are arranged on two sides of the ALC external wall panel (11), an aluminum back ridge template (14) is fixedly arranged on the aluminum templates (13), and the cast-in-situ structural beam (12) is fixedly arranged at the upper end of the aluminum templates (13);
and the aluminum core (11) and the aluminum mould plate (13) are reinforced by drawknot.
2. The ALC external wall panel and main body structure synchronous construction structure according to claim 1, wherein the ALC external wall panel (11) is in the shape of a vertical plate.
3. The synchronous construction structure of the ALC external wall panel and the main body structure according to claim 1, wherein the ALC external wall panel (11) and the aluminum mould plate (13) are reinforced by a wall-penetrating pull rod (21) in a drawknot mode.
4. The synchronous construction structure of the ALC external wall panel and the main body structure according to claim 3, wherein the ALC external wall panel (11) and the aluminum mould plate (13) are reinforced by a wall-penetrating pull rod (21) through a rivet piece (22) in a drawknot manner.
5. The synchronous construction structure of the ALC external wall panel and the main body structure according to claim 1 is characterized in that the rear end of the aluminum template (13) is hinged with a diagonal brace (9).
6. The synchronous construction structure of the ALC external wall panel and the main body structure according to claim 1, wherein the cast-in-situ structural beam (12) is provided with reinforcing steel bars.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321061619.4U CN219863519U (en) | 2023-05-05 | 2023-05-05 | ALC side fascia and major structure synchronous construction structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202321061619.4U CN219863519U (en) | 2023-05-05 | 2023-05-05 | ALC side fascia and major structure synchronous construction structure |
Publications (1)
Publication Number | Publication Date |
---|---|
CN219863519U true CN219863519U (en) | 2023-10-20 |
Family
ID=88322101
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202321061619.4U Active CN219863519U (en) | 2023-05-05 | 2023-05-05 | ALC side fascia and major structure synchronous construction structure |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN219863519U (en) |
-
2023
- 2023-05-05 CN CN202321061619.4U patent/CN219863519U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN111946050A (en) | Aluminum alloy formwork construction method applied to assembly type engineering | |
CN102912900A (en) | Prefabricated assembled superposed plate type concrete shear wall and construction method thereof | |
CN110528739A (en) | Integrated construction process of FS heat-insulation outer formwork, aluminum alloy formwork and climbing frame | |
CN111441511A (en) | Permanent template and method for pouring shear wall by adopting permanent template | |
CN202925721U (en) | Prefabricated superimposed sheet-type concrete shear wall structure | |
CN212224168U (en) | Double-sided superposed flow guide wall | |
CN219863519U (en) | ALC side fascia and major structure synchronous construction structure | |
CN217734420U (en) | Mix assembled built-up connection wall frame construction | |
CN113958050B (en) | Prestressed laminated slab thin bottom plate and bottom plate top integrated connection structure and construction method | |
CN214169601U (en) | GRC disassembly-free template for pouring concrete beam plate | |
CN214364235U (en) | Assembled steel sheet compound shear wall body structure | |
CN212582914U (en) | Precast beam connection structure reaches building structure including it | |
CN211285212U (en) | Small box girder structure suitable for medium and small span simply supported girder bridge | |
CN218375199U (en) | Face vertical concrete structure's in limit prefabricated exterior sheathing on girder steel | |
CN220414582U (en) | Precast concrete bay window, precast wall body, precast room module and modularized building | |
CN110735529A (en) | Construction process for shear wall plastic-wood combined template ultra-low-loss supporting construction | |
CN112878665A (en) | ALC (autoclaved lightweight concrete) plate and main body synchronous construction structure and construction method | |
CN220247717U (en) | Novel reinforcing apparatus of roofing parapet | |
CN221030827U (en) | Combined structure of double-sided superimposed shear wall and cast-in-situ shear wall | |
CN216641102U (en) | Steel bar truss building carrier plate side form erects structure | |
CN215519959U (en) | Template supporting structure of circular arc casing board | |
CN115182482B (en) | Construction method of prefabricated hollow wall body without outer frame matching | |
CN113136942B (en) | Grouting-free assembled wall and construction method thereof | |
CN217000845U (en) | Aluminum formwork device convenient to lift scaffold installation | |
CN220486865U (en) | Large-span support-free laminated slab |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |