CN219100434U - Steel construction well outer facade curtain wall construction - Google Patents
Steel construction well outer facade curtain wall construction Download PDFInfo
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- CN219100434U CN219100434U CN202223330275.0U CN202223330275U CN219100434U CN 219100434 U CN219100434 U CN 219100434U CN 202223330275 U CN202223330275 U CN 202223330275U CN 219100434 U CN219100434 U CN 219100434U
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- curtain wall
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- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02B—CLIMATE CHANGE MITIGATION TECHNOLOGIES RELATED TO BUILDINGS, e.g. HOUSING, HOUSE APPLIANCES OR RELATED END-USER APPLICATIONS
- Y02B50/00—Energy efficient technologies in elevators, escalators and moving walkways, e.g. energy saving or recuperation technologies
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Abstract
A steel structure well outer elevation curtain wall structure belongs to the field of outer elevation curtain walls, and aims to solve the problems of low installation efficiency and high risk of on-site construction operation of the steel structure well outer elevation curtain wall structure, and comprises a concrete base; the top of the concrete base is provided with a steel structure derrick which is stacked into a hollow rectangular column shape, four sides of the steel structure derrick are provided with transparent curtain walls and non-transparent curtain plates, and the front side of the top of the steel structure derrick is provided with a forward extending component; according to the steel structure well outer elevation curtain wall structure, the cross beam rods and the diagonal braces are arranged at the middle distance of the steel structure derrick to improve the overall strength of the steel structure derrick in the manufacturing process, so that the firmness of the outer elevation curtain wall hanging is improved, the whole steel structure derrick frame is molded when leaving a factory and directly fixes the outer elevation curtain wall, corresponding changes caused by the structural changes of the steel structure derrick are avoided, the on-site construction operation is reduced, and the installation efficiency is improved.
Description
Technical Field
The utility model relates to the technical field of outer facade curtain walls, in particular to a steel structure well outer facade curtain wall structure.
Background
The outer facade curtain wall is formed by a panel and a supporting structure system, does not bear a building outer protection structure or a decorative structure acted by a main structure, is installed in a hoistway in the existing steel structure hoistway outer facade curtain wall structure installation mode, is installed in the hoistway in situ, is basically in site construction operation, is low in installation efficiency, and is high in risk of workers during installation.
Therefore, the steel structure well outer vertical face curtain wall structure is researched and improved aiming at the existing structure and the defects, so that the aim of higher practical value is fulfilled.
Disclosure of Invention
The utility model aims to provide a steel structure well outer elevation curtain wall structure, which aims to solve the problems of low installation efficiency and high risk of the existing steel structure well outer elevation curtain wall structure provided in the background art, which are basically all in-situ construction operation.
The utility model discloses a steel structure well outer elevation curtain wall structure, which is characterized by comprising the following specific technical means:
the steel structure well outer elevation curtain wall structure comprises a concrete base; the top of the concrete base is provided with a steel structure derrick, the steel structure derricks are stacked into a hollow rectangular column shape, four sides of the steel structure derrick are provided with transparent curtain walls and non-transparent curtain plates, and the front side of the top of the steel structure derrick is provided with a forward extending assembly.
Further, the left and right sides and the back lateral wall of the steel structure derrick are provided with beam rods at equal distance, inclined supporting rods are arranged between the beam rods, and two vertical upright posts are symmetrically arranged between the two beam rods at the front side of the steel structure derrick.
Further, a lifting hook is arranged in the middle of the upper side wall of the cross beam rod at the top of the steel structure derrick, and a round hole is formed in the triangular shape of the lifting hook.
Furthermore, the outer side walls of the corners of the steel structure derrick are connected with corner hanging plates in a hanging mode, and the four side walls of the corner hanging plates are fixed on the steel structure derrick through bolts.
Further, all be provided with the installation knot on the four lateral walls of non-transparent curtain board, the installation is detained and is passed through bolted connection on the steel construction derrick, and non-transparent curtain board is detained through the installation and is connected with adjacent non-transparent curtain board and turning link plate.
Further, the assembly of stretching forward includes that the crossbeam is stretched to the preceding crossbeam, entablature, shielding plate and montant, and the crossbeam is stretched to the preceding crossbeam and is connected at steel construction derrick top front side through the bolt equidistance, and the crossbeam is stretched to the preceding is connected with the entablature between transversely, and the crossbeam top of strengthening is provided with the shielding plate, is provided with the montant between the crossbeam is stretched to the preceding longitudinal direction.
Compared with the existing structure, the utility model has the following beneficial effects:
1. the beam rods and the diagonal braces are arranged at the middle distance in the steel structure derrick to improve the overall strength in the manufacturing process of the steel structure derrick, so that the firmness of the hanging of the outer-elevation curtain wall is improved, the whole steel structure derrick is only needed to be spliced and locked at the joint on site through bolts, and spot fire welding is not needed, so that the frame of the whole steel structure derrick is molded when leaving a factory, the curtain wall of the outer elevation is directly fixed, and corresponding changes caused by the structural change of the steel structure derrick are avoided, so that the spot construction operation is reduced, and the installation efficiency is improved.
2. According to the utility model, the corner hanging plates are hung at the corners of the steel structure derrick, so that the outer vertical face curtain wall is kept all the time, the integrity of the outer vertical face curtain wall is conveniently improved, the ornamental value is increased, and the four side walls of the corner hanging plates are fixed on the steel structure derrick through bolts when leaving a factory, so that the field assembly efficiency is improved, and the dangerousness is reduced.
3. According to the utility model, the non-transparent curtain plate and the corner hanging plate are connected and installed on the steel structure derrick when the installation buckle leaves a factory, so that the labor degree of site construction operation is reduced, the installation convenience and the installation efficiency are improved, the operation risk of an installer is reduced, and the safety is improved.
Drawings
FIG. 1 is a schematic view of the left front side shaft of the present utility model;
FIG. 2 is a schematic diagram of a front view of the present utility model;
FIG. 3 is a right side view of the present utility model;
fig. 4 is a schematic rear view of the present utility model.
In the figure, the correspondence between the component names and the drawing numbers is:
1. a concrete base; 2. a steel structure derrick; 201. a cross beam rod; 202. a diagonal brace; 203. a vertical column; 3. corner hanging plates; 4. a transparent curtain wall; 5. lifting a hook; 6. a non-transparent screen plate; 601. installing a buckle; 7. a forward extending cross beam; 8. a reinforcing beam; 9. a cover plate; 10. and a vertical rod.
Detailed Description
Embodiments of the present utility model are described in further detail below with reference to the accompanying drawings and examples. The following examples are illustrative of the utility model but are not intended to limit the scope of the utility model.
In the description of the present utility model, unless otherwise indicated, the meaning of "a plurality" is two or more; the terms "upper," "lower," "left," "right," "inner," "outer," "front," "rear," "head," "tail," and the like are used as an orientation or positional relationship based on that shown in the drawings, merely to facilitate description of the utility model and to simplify the description, and do not indicate or imply that the devices or elements referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the utility model. Furthermore, the terms "first," "second," "third," and the like are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present utility model, it should be noted that, unless explicitly specified and limited otherwise, the terms "connected," "connected," and "connected" are to be construed broadly, and may be either fixedly connected, detachably connected, or integrally connected, for example; can be mechanically or electrically connected; can be directly connected or indirectly connected through an intermediate medium. The specific meaning of the above terms in the present utility model will be understood in specific cases by those of ordinary skill in the art.
Examples:
as shown in fig. 1 to 4:
the utility model provides a steel structure hoistway outer elevation curtain wall structure, which comprises: a concrete base 1; the steel structure derrick 2 is installed at the top of concrete foundation 1, steel structure derrick 2 stacks into hollow rectangle column, install transparent curtain 4 and non-transparent curtain board 6 on four sides of steel structure derrick 2, the top front side of steel structure derrick 2 is provided with the assembly that stretches forward, the assembly that stretches forward includes that the forward is stretched crossbeam 7, reinforcing beam 8, shielding plate 9 and montant 10, forward crossbeam 7 passes through the bolt equidistance and connects at steel structure derrick 2 top front side, be connected with reinforcing beam 8 between the transverse direction of forward crossbeam 7, reinforcing beam 8 top is provided with shielding plate 9, be provided with montant 10 between the longitudinal direction of forward crossbeam 7, concrete effect, the protruding platform in steel structure derrick 2 front side top through forward crossbeam 7 that stretches forward, reinforcing beam 8, shielding plate 9 and montant 10 constitute is used for increasing the curtain demonstration area, improve the ease of installation through bolted connection's forward crossbeam 7, reinforcing beam 8, shielding plate 9 and montant 10 when guaranteeing joint strength.
The steel structure derrick 2 comprises a left side wall, a right side wall and a rear side wall, wherein transverse beam rods 201 are arranged on the left side and the right side of the steel structure derrick 2 and the rear side wall at equal intervals, inclined supporting rods 202 are arranged between the transverse beam rods 201 and the transverse beam rods 201, two vertical upright posts 203 are symmetrically arranged between the two transverse beam rods 201 on the front side of the steel structure derrick 2, lifting hooks 5 are arranged in the middle of the upper side wall of the transverse beam rods 201 on the top of the steel structure derrick 2, round holes are formed in the triangular shape of the lifting hooks 5, the concrete function is achieved, the transverse beam rods 201 and the inclined supporting rods 202 are arranged at the middle distance of the steel structure derrick 2 to improve the overall strength of the steel structure derrick 2 in the manufacturing process, so that the firmness of the hanging of the outer elevation curtain wall is improved, the whole steel structure derrick 2 is only needed to be spliced and locked through bolts at the joint, and the on site is not needed to be welded on site, so that the whole steel structure derrick 2 is formed when the steel structure derrick 2 is delivered, and the curtain wall of the outer elevation is directly fixed.
Wherein, the corner link plate 3 has been articulated on the corner lateral wall of steel construction derrick 2, and the four lateral walls of corner link plate 3 all pass through bolt fastening on steel construction derrick 2, and concrete effect makes outer facade curtain keep always through articulating corner link plate 3 in the corner of steel construction derrick 2, is convenient for improve outer facade curtain wholeness, increases the sight, and just passes through bolt fastening on steel construction derrick 2 at the corner link plate 3 four lateral walls when dispatching from the factory to improve the efficiency of on-the-spot equipment, reduce the danger.
Wherein, all be provided with the installation on the four lateral walls of non-transparent curtain board 6 and detain 601, the installation is detained 601 and is passed through bolted connection on steel construction derrick 2, non-transparent curtain board 6 is detained 601 through the installation and is connected with adjacent non-transparent curtain board 6 and turning link plate 3, concrete effect, detain 601 through the installation and be connected non-transparent curtain board 6 and turning link plate 3 and install on steel construction derrick 2 when dispatching from the factory, so that reduce the labor intensity of building site construction operation, improve simple to operate and installation effectiveness, reduce installer's operation risk, be convenient for improve the security.
Specific use and action of the embodiment:
when the steel structure well outer elevation curtain wall structure is used, firstly, the steel structure derrick 2 is processed and molded in a factory, and the transverse beam rods 201 and the diagonal brace 202 are arranged at equal distances in the steel structure derrick 2 to improve the overall strength in the manufacturing process of the steel structure derrick 2, so that the firmness of the outer elevation curtain wall hanging is improved, the non-transparent curtain plate 6 is connected with the corner hanging plate 3 and is installed on the steel structure derrick 2 when leaving a factory through the installation buckle 601, and the joint of the steel structure derrick 2 is only required to be spliced and locked through bolts on site without on-site fire welding, so that the frame of the whole steel structure derrick 2 is molded when leaving the factory, and the curtain wall of the outer elevation can be directly fixed without corresponding change due to structural change of the steel structure derrick 2, so that the on-site construction operation is reduced, and the installation efficiency is improved.
In summary, although the present utility model has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications may be made to the embodiments described above, or equivalents may be substituted for elements thereof, and any modifications, equivalents, improvements and other elements within the spirit and principles of the present utility model are intended to be included in the scope of the present utility model.
Claims (6)
1. The utility model provides a steel construction well outer facade curtain wall construction which characterized in that: comprises a concrete base (1); the top of concrete base (1) is installed steel construction derrick (2), and steel construction derrick (2) stack into hollow rectangle column, installs transparent curtain (4) and non-transparent curtain board (6) on four sides of steel construction derrick (2), and the top front side of steel construction derrick (2) is provided with the forward extension subassembly.
2. A steel structure hoistway facade curtain wall structure according to claim 1, characterised in that: the steel structure derrick (2) is characterized in that transverse beam rods (201) are equidistantly arranged on the left side wall, the right side wall and the rear side wall of the steel structure derrick (2), inclined supporting rods (202) are arranged between the transverse beam rods (201) and the transverse beam rods (201), and two vertical upright posts (203) are symmetrically arranged between the two transverse beam rods (201) on the front side of the steel structure derrick (2).
3. A steel structure hoistway facade curtain wall structure according to claim 1, characterised in that: the middle part of the upper side wall of the beam rod (201) at the top of the steel structure derrick (2) is provided with a lifting hook (5), and the lifting hook (5) is provided with a round hole in a triangular shape.
4. A steel structure hoistway facade curtain wall structure according to claim 1, characterised in that: the steel structure derrick is characterized in that corner hanging plates (3) are hung on the outer side walls of corners of the steel structure derrick (2), and four side walls of the corner hanging plates (3) are fixed on the steel structure derrick (2) through bolts.
5. A steel structure hoistway facade curtain wall structure according to claim 1, characterised in that: the installation buckles (601) are arranged on four side walls of the non-transparent curtain plate (6), the installation buckles (601) are connected to the steel structure derrick (2) through bolts, and the non-transparent curtain plate (6) is connected with the adjacent non-transparent curtain plate (6) and the corner hanging plate (3) through the installation buckles (601).
6. A steel structure hoistway facade curtain wall structure according to claim 1, characterised in that: the assembly is stretched including stretching crossbeam (7), entablature (8), blanking plate (9) and montant (10) before, stretching crossbeam (7) and connect at steel construction derrick (2) top front side through the bolt equidistance, is connected with entablature (8) between the entablature (7) is horizontal, and entablature (8) top is provided with blanking plate (9), is provided with montant (10) between the entablature (7) is vertical.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223330275.0U CN219100434U (en) | 2022-12-13 | 2022-12-13 | Steel construction well outer facade curtain wall construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202223330275.0U CN219100434U (en) | 2022-12-13 | 2022-12-13 | Steel construction well outer facade curtain wall construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219100434U true CN219100434U (en) | 2023-05-30 |
Family
ID=86454437
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202223330275.0U Active CN219100434U (en) | 2022-12-13 | 2022-12-13 | Steel construction well outer facade curtain wall construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219100434U (en) |
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2022
- 2022-12-13 CN CN202223330275.0U patent/CN219100434U/en active Active
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