CN220521660U - Steel construction building outer envelope slat composite mounting structure - Google Patents
Steel construction building outer envelope slat composite mounting structure Download PDFInfo
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- CN220521660U CN220521660U CN202322012698.6U CN202322012698U CN220521660U CN 220521660 U CN220521660 U CN 220521660U CN 202322012698 U CN202322012698 U CN 202322012698U CN 220521660 U CN220521660 U CN 220521660U
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- guard bar
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 92
- 239000010959 steel Substances 0.000 title claims abstract description 92
- 238000010276 construction Methods 0.000 title abstract description 8
- 239000002131 composite material Substances 0.000 title description 2
- 230000002093 peripheral effect Effects 0.000 claims abstract description 61
- 238000009434 installation Methods 0.000 claims abstract description 22
- 239000011324 bead Substances 0.000 claims description 15
- 239000004567 concrete Substances 0.000 claims description 12
- 239000004570 mortar (masonry) Substances 0.000 claims description 8
- 239000000565 sealant Substances 0.000 claims description 4
- 238000004321 preservation Methods 0.000 claims description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 4
- 238000005457 optimization Methods 0.000 description 6
- 238000007789 sealing Methods 0.000 description 5
- 239000011178 precast concrete Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000009413 insulation Methods 0.000 description 2
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000000945 filler Substances 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 238000011900 installation process Methods 0.000 description 1
- 239000003562 lightweight material Substances 0.000 description 1
- 239000000463 material 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
- 239000002002 slurry Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000009966 trimming Methods 0.000 description 1
Landscapes
- Load-Bearing And Curtain Walls (AREA)
Abstract
The utility model discloses a steel structure building peripheral guard bar plate combined installation structure which comprises a plurality of steel columns vertically installed between upper and lower girders of a building and distributed transversely, wherein a reserved window hole is arranged between part of adjacent steel columns, and a plurality of transverse outer guard bars or vertical peripheral guard bar plates are installed in other areas between the adjacent steel columns. According to the utility model, the requirements of the assembly type building industrialization and the actual building conditions are combined, the size of the hole is standardized, the installation and stress conditions of the outer enclosing strip plates and the steel column of the main body are comprehensively considered, the strip plates are horizontally and vertically combined, and the processing of gaps between the outer enclosing strip plates is perfected; the problems of the connection of the battens and the main body structure, the connection of the battens and the window and water leakage among the battens, and the safety influence, the site standardization and the rapid construction caused by the slotting and opening conditions of the peripheral guard battens are solved.
Description
Technical Field
The utility model relates to the technical field of mounting structures of building peripheral guard plates, in particular to a steel structure building peripheral guard bar plate combined mounting structure.
Background
Along with the development of the assembled building, the enclosure structure is required to be prefabricated in a factory and installed on site. Therefore, some of the current buildings use a lath structure, and common laths are autoclaved aerated concrete laths, ceramsite concrete lightweight laths and the like, and the width of the lath structure is usually 600mm, the length of the lath structure is 3000mm, and the thickness of the lath structure is 100mm or 150mm or 200 mm. At present, in the installation of a peripheral protection system, a lath is required to be installed on a structural beam or column in a mechanical fixing mode, the installation of the lath generally comprises transverse or vertical installation, the lath is required to be vertically installed in a common mode, the lath is required to be erected during the installation, the lath seam is about 3.0 meters high, even if slurry treatment is designed at the lath seam, the site is not well controlled, the slit of the lath is not compact, and water leakage is often caused; meanwhile, after the outer enclosure structure is handed over, the situation of slotting and opening holes exists in the peripheral guard bar plate, so that the safety is easily influenced; when the windowed opening is met, the vertical strip plate is extremely difficult to install, and the situation that the strip plate is cut along the height direction exists, and if the steel bar is cut, the durability and the safety of the strip plate are easily influenced.
Disclosure of Invention
Aiming at the defects in the prior art, the utility model aims to solve the technical problems that: the steel structure building outer enclosing strip plate combined installation structure solves the problems that in the prior art, strip plates are inconvenient to install, sealing treatment of the strip plates is difficult, and the situation that slotting and hole forming exist on the peripheral enclosing strip plates is easy to influence safety.
In order to solve the technical problems, the utility model adopts the following technical scheme:
the steel structure building peripheral guard bar plate combined installation structure comprises a plurality of steel columns vertically installed between upper and lower layer beams of a building and distributed transversely, a reserved window hole is arranged between part of adjacent steel columns and used for installing a window, a cross beam is arranged at the upper edge of the reserved window hole and connected with the steel columns, and a transverse outer enclosing strip plate or a building block is installed on the upper side of the cross beam; a plurality of transverse outer enclosing strip plates or vertical peripheral protecting strip plates are arranged in other areas between the adjacent steel columns, and each transverse outer enclosing strip plate or vertical peripheral protecting strip plate is at least connected with two steel columns; the edge of the transverse outer enclosing strip plate or the vertical outer enclosing strip plate is provided with a space between the edge of the transverse outer enclosing strip plate or the vertical outer enclosing strip plate and the lower edge line or the left edge line or the right edge line of the reserved window hole, building blocks are built in the space, the transverse outer enclosing strip plate is adjacent to the transverse outer enclosing strip plate or the vertical outer enclosing strip plate, and the vertical outer enclosing strip plate is adjacent to the transverse outer enclosing strip plate.
As an optimization, the reserved window holes at different positions have the same height and are aligned in the transverse direction.
Preferably, the horizontal peripheral guard bar plate and the vertical peripheral guard bar plate comprise autoclaved aerated concrete laths or ceramsite concrete lightweight laths or laths made of other lightweight materials.
As optimization, the distance between the steel column close to the reserved window hole and the left line or the right line of the reserved window hole is 0.5m-1m.
Preferably, gaps are formed between adjacent outer enclosing strips, a plurality of cushion blocks are arranged in the gaps, and mortar or sealant is filled in the gaps.
As optimization, the width of the interval between the edge of the transverse peripheral guard bar plate or the vertical outer guard bar plate and the lower edge line or the left edge line or the right edge line of the reserved window hole is 100mm-300mm.
As optimization, the cross beam adopts L-shaped angle steel, and one support plate of the cross beam is flush with the upper edge line of the reserved window hole.
As optimization, the transverse peripheral guard bar plate or the vertical peripheral guard bar plate is arranged on the outer side of the steel column, an inner wallboard is arranged on the inner side of the steel column, and an insulation layer is arranged between the inner wallboard and the transverse outer guard bar plate or the vertical peripheral guard bar plate.
As optimization, when the transverse outer enclosing strip plates or the vertical peripheral enclosing strip plates pass over the steel column, the transverse outer enclosing strip plates or the vertical peripheral enclosing strip plates are fixed on the outer vertical surface of the steel column through connecting bolts; when the joint of the transverse outer enclosing strip plates or the vertical outer enclosing strip plates is right opposite to the steel column or the joint is right opposite to the steel column, the transverse outer enclosing strip plates or the vertical outer enclosing strip plates at two sides of the joint are fixed on the vertical surfaces at two transverse sides of the steel column through connecting bolts and angle steel connecting pieces.
Compared with the prior art, the application has the following beneficial effects:
according to the utility model, the requirements of assembly type building industrialization and the actual building conditions are combined, the size of a hole is standardized, the installation and stress conditions of the outer enclosing strip plates and the steel columns of the main body are comprehensively considered, the strip plates are combined and installed horizontally and vertically, and the treatment of gaps between the outer enclosing strip plates is perfected; the problems of the connection of the battens and the main body structure, the connection of the battens and the window and water leakage among the battens, and the safety influence, the site standardization and the rapid construction caused by the slotting and opening conditions of the peripheral guard battens are solved.
Drawings
FIG. 1 is a schematic view of the arrangement of steel columns of the present utility model;
FIGS. 2-3 are schematic illustrations of the combined arrangement of the horizontal and vertical exterior trimming panels of the present utility model;
FIGS. 4-6 illustrate three connection of the lath to the steel column in accordance with the present utility model;
in the figure, 1 steel column, 2 reserved window hole, 3 crossbeam, 4 outside retaining lath, 5 building block, 6 vertical outside retaining lath, 7 interior wallboard, 8 heat preservation, 9 connecting bolt, 10 angle steel connecting piece.
Detailed Description
The present utility model will be described in further detail with reference to the accompanying drawings.
The specific implementation method comprises the following steps: with reference to figures 1-6 of the drawings,
the utility model provides a peripheral guard bar board combination mounting structure of steel construction building, includes that vertical installation is between the roof beam of lower floor and along the many steel columns 1 of transverse distribution on the building, and steel column 1 adopts the rectangle steel pipe, and the size is 100mm, is equipped with between the adjacent steel column 1 of part and reserves window opening 2 for install the window, be close to the distance between the left side line or the right side line of reservation window opening 2 of steel column 1 and reservation window opening 2 be 0.5m-1m. In this embodiment, the reserved window holes 2 are standardized, and the reserved window holes 2 at different positions have the same height and are aligned in the lateral direction.
The beam 3 is arranged at the upper edge of the reserved window hole 2, the beam 3 is L-shaped angle steel, the thickness is 6mm, the width of two L-shaped angle steel support plates is 60mm, one support plate is flush with the upper edge of the reserved window hole 2, the beam 3 is connected with the steel column 1, and a transverse outer enclosing strip plate 4 or a building block 5 is arranged on the upper side of the beam 3.
A plurality of transverse outer enclosing strip plates 4 or vertical peripheral strip plates 6 are arranged in other areas between the adjacent steel columns 1, each transverse outer enclosing strip plate 4 and each vertical peripheral strip plate 6 comprise autoclaved aerated concrete strip plates or ceramsite concrete light strip plates or strips made of other light materials, and each transverse outer enclosing strip plate 4 or each vertical peripheral strip plate 6 is at least connected with two steel columns 1; wherein, a space is arranged between the edge of the horizontal peripheral guard bar plate 4 or the vertical peripheral guard bar plate 6 and the lower edge line or the left edge line or the right edge line of the reserved window hole 2, the building blocks 5 are built in the space, the horizontal peripheral guard bar plate 4 is adjacent to the horizontal peripheral guard bar plate 4 or the vertical peripheral guard bar plate 6, and the vertical peripheral guard bar plate 6 is adjacent to the horizontal peripheral guard bar plate 4. The width of the interval between the edge of the horizontal peripheral bead plate 4 or the vertical peripheral bead plate 6 and the lower edge line or the left edge line or the right edge line of the reserved window hole 2 is 100mm-300mm.
Gaps are arranged between adjacent outer enclosing strips, a plurality of cushion blocks are arranged in the gaps, and mortar or sealant is filled in the gaps.
The transverse peripheral bead plate 4 or the vertical peripheral bead plate 6 is arranged on the outer side of the steel column 1, an inner wall plate 7 is arranged on the inner side of the steel column 1, and an insulation layer 8 is arranged between the inner wall plate 7 and the transverse peripheral bead plate 4 or the vertical peripheral bead plate 6. When the transverse peripheral guard bar plate 4 or the vertical peripheral guard bar plate 6 passes over the steel column 1, the transverse peripheral guard bar plate 4 or the vertical peripheral guard bar plate 6 is fixed on the outer vertical surface of the steel column 1 through a connecting bolt 9; when the joint of the transverse peripheral guard bar plate 4 or the vertical peripheral guard bar is right opposite to the steel column 1, or, the transverse peripheral guard bar plates 4 or the vertical peripheral guard bars on two sides of the joint are fixed on the vertical surfaces on two transverse sides of the steel column 1 through connecting bolts 9 and angle steel connecting pieces 10.
According to the utility model, the size of the reserved window hole 2 is standardized, the installation and stress conditions of the outer enclosing strip plates and the steel column 1 of the main body are comprehensively considered, and the window size is standardized in combination with the building condition, for example, two types of windows of 1.8 m 1.5 m and 0.6 m 1.5 m are selected, wherein the height direction is consistent, and the width direction is as large as possible, so that the size meeting the building modulus is selected.
According to the building design scheme, the position of the reserved window holes 2 is determined, and meanwhile, the number of the steel columns 1 is optimized by combining with the building structure design, so that 2 columns are arranged in the range of 0.5-1.0 m at the two sides of each reserved window hole 2; meanwhile, according to the length or width of the lath, the distance between the steel columns 1 is ensured to be smaller than the length or width of the lath, and each lath is ensured to have 2 or more connection points.
And typesetting the peripheral guard bars according to the column net, firstly increasing the position size of the 2 openings of the reserved window holes by 100-300mm, and then typesetting according to a transverse typesetting mode, wherein a single vertical bar plate combination mode is locally arranged.
The joint treatment mode is as follows: the cushion blocks are designed when the battens are transversely installed, the cube clinker pieces with the heights of 8-10mm are fully built by using mortar, and the next transverse batten is completely extruded when being installed; when the battens are vertically installed, the connection between the battens is sealed by using sealant, and when the battens are connected with bricks, autoclaved aerated concrete blocks 5 or concrete blocks 5, sealing treatment is extruded by using a cushion block and mortar mode.
In the course of the installation process, the air conditioner is installed,
1. installing a steel column according to the design, wherein the size of the steel column is 100mm; then the upper part of the mounting window is connected with an L-shaped angle steel beam of which the thickness is 6mm and the widths of two sides of the L-shaped angle steel are 60mm.
2. And installing the vertical external enclosing strip plates, wherein the connecting node point L-shaped angle steel at the upper parts of the vertical external enclosing strip plates is connected in a common hook head bolt mode.
3. And the transverse outer retaining strip plates are arranged, the distance between the transverse outer retaining strip plates and the window frame is 300mm, and the aerated concrete blocks and the concrete blocks which are repaired and built are convenient to install. When in installation, firstly mortar is fully paved at the bottom, then the transverse battens are installed in place, and finally the transverse battens are connected and fixed according to a connection schematic diagram.
4. And installing building blocks or precast concrete blocks for reserving window holes.
5. Finally, the window is installed, the upper connecting piece of the window frame is fixed with the L-shaped angle steel beam in a limited mode, and the lower part of the window frame, the left connecting piece and the right connecting piece of the window frame are fixed with building blocks or precast concrete blocks.
In summary, the utility model has the following characteristics:
1. standardization: the window hole upper edge is reinforced by flat steel or L-shaped angle steel, and the flat steel or L-shaped angle steel is effectively connected with the steel column.
The left and right edges and the lower edge of the window are reserved for a distance of 100-300mm, and accurate building blocks are used for masonry installation. Precast concrete mounting joints may also be used.
2. The connection is reliable: the vertically installed lath is connected with the beam,
The transversely mounted laths are connected with the steel columns. Mortar is used for sealing the plates, then filler is put in, and sealing glue is used for sealing.
3. And the construction is rapid: during construction, firstly, a steel column and an L-shaped angle steel beam connected with the steel column are installed, the thickness is 6-8mm, and the widths of two sides are 60-80mm.
Then installing a vertical external enclosing strip plate, wherein a connecting node at the upper part of the vertical external enclosing strip plate is positioned on the steel beam or the L-shaped cross beam.
And then installing the transverse outer enclosing strip plates, firstly laying mortar fully at the bottom when the transverse outer enclosing strip plates are installed, then installing the transverse outer enclosing strip plates in place, and finally connecting and fixing according to a connection schematic diagram.
Finally, building blocks or precast concrete lintel of the reserved window holes are installed, and the window is installed.
4. No thermal bridge: the lath is positioned outside the structure, and the enclosure system has no thermal bridge; and has fireproof effect.
According to the utility model, the requirements of assembly type building industrialization and the actual building conditions are combined, the size of a hole is standardized, the installation and stress conditions of the outer enclosing strip plates and the steel columns of the main body are comprehensively considered, the strip plates are combined and installed horizontally and vertically, and the treatment of gaps between the outer enclosing strip plates is perfected; the problems of the connection of the battens and the main body structure, the connection of the battens and the window and water leakage among the battens, and the safety influence, the site standardization and the rapid construction caused by the slotting and opening conditions of the peripheral guard battens are solved.
While embodiments of the present utility model have been shown and described, it will be apparent to those skilled in the art that various changes, modifications, substitutions and alterations can be made herein without departing from the principles and spirit of the utility model, the scope of which is defined by the appended claims and their equivalents, and thus the embodiments of the utility model are to be considered illustrative of the utility model and not limited in any way.
Claims (9)
1. The steel structure building peripheral guard bar plate combined installation structure is characterized by comprising a plurality of steel columns which are vertically installed between upper and lower girders of a building and are distributed transversely, a reserved window hole is arranged between part of adjacent steel columns and is used for installing a window, a cross beam is arranged at the upper edge of the reserved window hole, the cross beam is connected with the steel columns, and a transverse external guard bar plate or building block is installed on the upper side of the cross beam; a plurality of transverse outer enclosing strip plates or vertical peripheral protecting strip plates are arranged in other areas between the adjacent steel columns, and each transverse outer enclosing strip plate or vertical peripheral protecting strip plate is at least connected with two steel columns; the edge of the transverse outer enclosing strip plate or the vertical outer enclosing strip plate is provided with a space between the edge of the transverse outer enclosing strip plate or the vertical outer enclosing strip plate and the lower edge line or the left edge line or the right edge line of the reserved window hole, building blocks are built in the space, the transverse outer enclosing strip plate is adjacent to the transverse outer enclosing strip plate or the vertical outer enclosing strip plate, and the vertical outer enclosing strip plate is adjacent to the transverse outer enclosing strip plate.
2. The steel structure building peripheral bead plate combination mounting structure according to claim 1, wherein the reserved window holes at different positions have the same height and are aligned in the transverse direction.
3. The steel structure building peripheral bead plate combined installation structure according to claim 1, wherein the transverse outer bead plate and the vertical peripheral bead plate comprise autoclaved aerated concrete strips or ceramsite concrete light strips.
4. The steel structure building peripheral bead plate combined installation structure according to claim 1, wherein the distance between the steel column close to the reserved window hole and the left edge line or the right edge line of the reserved window hole is 0.5m-1m.
5. The steel structure building peripheral guard bar plate combined installation structure according to claim 1, wherein gaps are formed between adjacent outer guard bar plates, a plurality of cushion blocks are arranged in the gaps, and mortar or sealant is filled in the gaps.
6. The steel structure building peripheral guard bar plate combined installation structure according to claim 1, wherein the distance width between the edge of the transverse external guard bar plate or the vertical external guard bar plate and the lower edge line or the left edge line or the right edge line of the reserved window hole is 100mm-300mm.
7. The steel structure building peripheral bead plate combined installation structure according to claim 1, wherein the cross beam is an L-shaped angle steel, and one support plate of the cross beam is flush with the upper edge line of the reserved window hole.
8. The steel structure building peripheral guard bar plate combined installation structure according to claim 1, wherein the transverse outer guard bar plate or the vertical outer guard bar plate is installed on the outer side of the steel column, an inner wall plate is arranged on the inner side of the steel column, and a heat preservation layer is arranged between the inner wall plate and the transverse outer guard bar plate or the vertical outer guard bar plate.
9. The steel structure building peripheral bead plate combined installation structure according to claim 1, wherein when the transverse outer enclosure strip plates or the vertical peripheral bead plates pass over the steel column, the transverse outer enclosure strip plates or the vertical peripheral bead plates are fixed on the outer vertical surface of the steel column through connecting bolts; when the joint of the transverse outer enclosing strip plates or the vertical outer enclosing strip plates is right opposite to the steel column, the transverse outer enclosing strip plates or the vertical outer enclosing strip plates at two sides of the joint are fixed on the vertical surfaces at two transverse sides of the steel column through connecting bolts and angle steel connecting pieces.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322012698.6U CN220521660U (en) | 2023-07-28 | 2023-07-28 | Steel construction building outer envelope slat composite mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202322012698.6U CN220521660U (en) | 2023-07-28 | 2023-07-28 | Steel construction building outer envelope slat composite mounting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN220521660U true CN220521660U (en) | 2024-02-23 |
Family
ID=89931718
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202322012698.6U Active CN220521660U (en) | 2023-07-28 | 2023-07-28 | Steel construction building outer envelope slat composite mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN220521660U (en) |
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2023
- 2023-07-28 CN CN202322012698.6U patent/CN220521660U/en active Active
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