CN219365573U - Assembled industrial factory building - Google Patents

Assembled industrial factory building Download PDF

Info

Publication number
CN219365573U
CN219365573U CN202223524953.7U CN202223524953U CN219365573U CN 219365573 U CN219365573 U CN 219365573U CN 202223524953 U CN202223524953 U CN 202223524953U CN 219365573 U CN219365573 U CN 219365573U
Authority
CN
China
Prior art keywords
angle steel
steel
fixed
alc
alc plate
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
Application number
CN202223524953.7U
Other languages
Chinese (zh)
Inventor
马晓婷
倪隽
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Tongling Nonferrous Metals Group Tongguan Construction And Installation Co ltd
Original Assignee
Tongling Nonferrous Metals Group Tongguan Construction And Installation Co ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Tongling Nonferrous Metals Group Tongguan Construction And Installation Co ltd filed Critical Tongling Nonferrous Metals Group Tongguan Construction And Installation Co ltd
Priority to CN202223524953.7U priority Critical patent/CN219365573U/en
Application granted granted Critical
Publication of CN219365573U publication Critical patent/CN219365573U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses an assembled industrial factory building, which comprises: the steel frame structure is provided with a vertical steel column, and long angle steel is fixed on the steel column; ALC plate, the end is opened with the connecting hole; the hook head bolt penetrates through the connecting hole of the ALC plate and hooks the through long angle steel; angle steel supporting members fixed on the through-length angle steel at intervals, the angle steel supporting members having top planes which contact and support the ALC plate. According to the assembled structure, the node connecting structure is designed, so that the ALC plate can be stably arranged on steel columns with different cross-sectional shapes, the connection integrity is good, and meanwhile, the stress of door openings, window openings and other parts based on the integrity is structurally reinforced, so that the transverse load and the vertical load are uniformly distributed, the stress is stable, and the anti-seismic energy consumption requirement of the structure can be met.

Description

Assembled industrial factory building
Technical Field
The utility model belongs to the technical field of storage devices, and particularly relates to an assembled industrial factory building.
Background
At present, the wall materials commonly adopted in industrial buildings in China have the defects of low strength and the like, and the limitations of the wall materials are more remarkable due to the complex construction process and the large labor force requirements. The assembled building has the advantages of energy conservation, environmental protection, short construction period, high component standardization degree and the like, the modularized assembled structural component has lighter weight, better sound insulation and heat preservation effects than the traditional building structure, accords with the sustainable development and green energy conservation concepts of the building industry, and is a hot spot for research of the building industry in recent years. Part of technical researches on assembled wall structures have been carried out by multiple scientific research institutions and universities at home. Mainly comprises a connection structure, anti-seismic performance, a design method, a construction method and the like of a structural system
In the assembled wall structure, the performance of the wallboard reaches or exceeds that of the traditional cast-in-situ shear wallboard, but how to connect with other components to form an integral structure is a key factor influencing the integral stress performance of the assembled wall structure, and the connection structure not only needs to meet the design bearing capacity of the structure, but also needs to meet the anti-seismic energy consumption requirement of the structure. The application aims at providing a technical scheme for connecting an assembled wall structure so as to meet the overall stress performance requirement of the assembled wall structure.
Disclosure of Invention
The utility model provides a specific technical scheme as follows how the needle meets the overall stress performance requirement of an assembled wall structure:
an assembled industrial plant, comprising:
the steel frame structure is provided with a vertical steel column, and long angle steel is fixed on the steel column;
ALC plate, the end is opened with the connecting hole;
the hook head bolt penetrates through the connecting hole of the ALC plate and hooks the through long angle steel;
angle steel supporting members fixed on the through-length angle steel at intervals, the angle steel supporting members having top planes which contact and support the ALC plate.
Preferably, a notch is formed at the contact position of the ALC plate and the angle steel supporting piece, and the angle steel supporting piece is embedded into the notch to enable the upper opening plane of the angle steel supporting piece and the upper opening plane of the next skin plate to be on the same plane.
Preferably, the steel column is an I-steel, the rib of the I-steel is perpendicular to the ALC plate, the inner side of the face of the I-steel is fixedly provided with a sectional pre-buried angle steel, and the through long angle steel is fixed on the sectional pre-buried angle steel and keeps a plane parallel to the ALC plate;
or the rib of the I-steel is parallel to the ALC plate, and the through long angle steel is fixed on the inner side and/or the outer side of the face of the I-steel and keeps a plane parallel to the ALC plate.
Preferably, the steel column is square steel, and the through-length angle steel is fixed on the outer side wall of the square steel and keeps a plane parallel to the ALC plate.
Preferably, the factory building has the door opening that non-ALC panel covered, the both sides of door opening are provided with vertical reinforcement angle steel, the top of door opening is provided with the horizontal reinforcement angle steel, the width that the angle steel both sides extended beyond the door opening is consolidated to the level, the both ends of horizontal reinforcement angle steel are fixed on angle steel support piece, the top and the horizontal reinforcement angle steel of vertical reinforcement angle steel are fixed, the bottom mounting of vertical reinforcement angle steel is on the foundation, the ALC panel is fixed on horizontal reinforcement angle steel or vertical reinforcement angle steel through the reinforcement nail.
Preferably, the factory building has the window opening that non-ALC panel covered, the both sides in window opening are provided with vertical reinforcement angle steel, the top and the bottom in door opening are provided with horizontal reinforcement angle steel, horizontal reinforcement angle steel both sides extend beyond the width in door opening, the both ends of horizontal reinforcement angle steel are fixed on angle steel support piece, the both ends and the horizontal reinforcement angle steel of vertical reinforcement angle steel are fixed, the ALC panel is fixed on horizontal reinforcement angle steel or vertical reinforcement angle steel through the reinforcement nail.
The beneficial effects of the utility model are as follows: according to the assembled structure, the node connecting structure is designed, so that the ALC plate can be stably arranged on steel columns with different cross-sectional shapes, the connection integrity is good, and meanwhile, the stress of door openings, window openings and other parts based on the integrity is structurally reinforced, so that the transverse load and the vertical load are uniformly distributed, the stress is stable, and the anti-seismic energy consumption requirement of the structure can be met.
Drawings
FIG. 1 is a schematic diagram of an assembled industrial plant;
FIG. 2 shows a schematic view of a planar connection between a steel structure and ALC sheet;
FIG. 3 shows a schematic view of the corner connection between the steel structure and the ALC board;
FIG. 4 shows a schematic view of the support structure of the ALC board;
FIG. 5 shows a schematic view of a planar connection between a steel structure and ALC sheet;
FIG. 6 shows a schematic view of the corner connection between the steel structure and the ALC board;
fig. 7 shows a schematic view of the reinforcement structure of the door opening.
Detailed Description
In order to make the objects, technical solutions and advantages of the embodiments of the present utility model more apparent, the technical solutions of the present utility model will be clearly and completely described below with reference to the embodiments.
Fig. 1 shows a schematic structural diagram of an assembled industrial plant. The factory building includes steel framework 10 and ALC panel 20, and steel framework 10 plays the bearing function for the main body frame structure of factory building, and ALC panel 20 fixed mounting forms the wall body at the surface of steel framework 10, and ALC panel 20 is autoclaved lightweight aerated concrete partition plate, has outstanding characteristics such as light, high strength, heat preservation, sound insulation, fire-resistant, pleasing to the eye, forms door opening 30 etc. through the spare position at the surface of steel framework 10.
Fig. 2 is a schematic view of a planar connection structure between the steel structure 10 and the ALC plate 20, and the schematic view shows a top view state, where the steel structure 10 includes a steel column 11 and a long through angle steel 12, the long through angle steel 12 is consistent with the steel column 11 in height, and the long through angle steel 12 is fixedly connected with the steel column 11 by a fixed connection manner such as welding or bolts, for example, in this embodiment, welded fixation is adopted. The ALC plate 20 is fixed on the through-length angle steel 12 through the hook bolt 13.
In fig. 2, the steel column 11 is i-steel, during assembly, the rib of the steel column 11 is perpendicular to the ALC plate 20, the bottom surface of the steel column 11 is parallel to the ALC plate 20, the segmented pre-buried angle steel 14 is welded on the inner side of the bottom surface of the steel column 11, one side of the segmented pre-buried angle steel 14 is in contact with the bottom surface of the steel column 11, the other side of the segmented pre-buried angle steel 14 faces the outer side of the steel column 11 and is in contact with the through-length angle steel 12, then the through-length angle steel 12 and the segmented pre-buried angle steel 14 are fixedly connected in a welding or bolt mode, the contact area between the segmented pre-buried angle steel 14 and the through-length angle steel 12 can be increased, and stability during connection of the through-length angle steel 12 is guaranteed, and particularly, the welding fixation condition is adopted. When the through length angle 12 is fixed, one side is fixed with the segmented pre-buried angle 14, and the other side is parallel to the ALC plate 20 to provide a contact surface with the ALC plate 20. The ALC plate 20 has connecting holes at both ends, through which the hook bolts 13 contact the through-length angle steel 12, and fix the ALC plate 20 on the through-length angle steel 12 by pressing.
Fig. 3 is a schematic view of a corner connection structure between a steel framework 10 and an ALC plate 20, where the schematic view is a top view, the steel framework 10 includes a steel column 11 and a through long angle steel 12, the steel column 11 is i-steel, the through long angle steel 12 is consistent with the steel column 11 in height, and the through long angle steel 12 is fixedly connected with the steel column 11 by a fixed connection manner such as welding or a bolt, for example, in this embodiment, a welded fixation is adopted. The ALC plate 20 is fixed on the through-length angle steel 12 through the hook bolt 13.
In fig. 3, one side of the corner secures the ALC sheet 20 as follows: when the steel column 11 is I-shaped steel, the rib of the steel column 11 is perpendicular to the ALC plate 20 during assembly, the bottom surface part of the steel column 11 is parallel to the ALC plate 20, the segmented pre-buried angle steel 14 is welded on the inner side of the bottom surface part of the steel column 11, one side of the segmented pre-buried angle steel 14 is in contact with the bottom surface part of the steel column 11, the other side of the segmented pre-buried angle steel 14 faces the outer side of the steel column 11 and is used for being in contact with the through-length angle steel 12, then the through-length angle steel 12 and the segmented pre-buried angle steel 14 are fixedly connected in a welding or bolt and the like, the contact area between the segmented pre-buried angle steel 14 and the through-length angle steel 12 can be increased, and therefore the stability during connection of the through-length angle steel 12 is guaranteed, and particularly, the welding fixation condition is adopted. When the through length angle 12 is fixed, one side is fixed with the segmented pre-buried angle 14, and the other side is parallel to the ALC plate 20 to provide a contact surface with the ALC plate 20. The ALC plate 20 has connecting holes at both ends, through which the hook bolts 13 contact the through-length angle steel 12, and fix the ALC plate 20 on the through-length angle steel 12 by pressing.
In fig. 3, the other side of the corner secures the ALC sheet 20 as follows: when the steel column 11 is assembled, the rib of the steel column 11 is parallel to the ALC plate 20, the bottom surface of the steel column 11 is perpendicular to the ALC plate 20, long angle steel 12 is welded on the inner side of the bottom surface of the steel column 11 and the outer side of the top surface of the steel column 11, one side of the long angle steel 12 is contacted with the inner side of the bottom surface of the steel column 11 or the outer side of the top surface of the steel column, and the other side of the long angle steel is parallel to the ALC plate 20 to provide a contact surface with the ALC plate 20. The ALC plate 20 has connecting holes at both ends, through which the hook bolts 13 contact the through-length angle steel 12, and fix the ALC plate 20 on the through-length angle steel 12 by pressing.
Fig. 4 shows a schematic view of the support structure of the ALC sheet 20. In fig. 4, the ALC plate 20 is supported and fixed by the angle steel support 15, one side of the angle steel support 15 is in surface contact with the through-length angle steel 12 and fixed by welding or bolts, and one side of the angle steel support 15 is horizontally provided for supporting the ALC plate 20 above. The ALC board 20 is also provided with notches to ensure that the upper port plane of the support member is on the same plane as the upper port plane of the next skin board.
Fig. 5 is a schematic view of a planar connection structure between the steel structure 10 and the ALC plate 20, and the schematic view shows a top view state, where the steel structure 10 includes a steel column 11 and a long through angle steel 12, the long through angle steel 12 is consistent with the steel column 11 in height, and the long through angle steel 12 is fixedly connected with the steel column 11 by a fixed connection manner such as welding or bolts, for example, in this embodiment, welded fixation is adopted. The ALC plate 20 is fixed on the through-length angle steel 12 through the hook bolt 13.
In fig. 5, the steel column 11 is square steel, and when assembled, one side of the through long angle steel 12 is fixedly connected with the outer surface of the steel column 11 by welding or bolts, and the other side is parallel to the ALC plate 20 to provide a contact surface with the ALC plate 20. The ALC plate 20 has connecting holes at both ends, through which the hook bolts 13 contact the through-length angle steel 12, and fix the ALC plate 20 on the through-length angle steel 12 by pressing.
Fig. 6 is a schematic view of a corner connection structure between a steel framework 10 and an ALC plate 20, where the steel framework 10 includes a steel column 11 and a through long angle steel 12, the steel column 11 is square steel, the through long angle steel 12 is consistent with the steel column 11 in height, and the through long angle steel 12 is fixedly connected with the steel column 11 by a fixed connection manner such as welding or bolts, for example, in this embodiment, welded fixation is adopted. The ALC plate 20 is fixed on the through-length angle steel 12 through the hook bolt 13.
In fig. 6, both sides of the corner fix the ALC plate 20 as follows: the steel column 11 is square steel, and when the steel column is assembled, one side of the through-length angle steel 12 is fixedly connected with the outer surface of the steel column 11 by welding or bolts and the like, and the other side is parallel to the ALC plate 20 to provide a contact surface with the ALC plate 20. The ALC plate 20 has connecting holes at both ends, through which the hook bolts 13 contact the through-length angle steel 12, and fix the ALC plate 20 on the through-length angle steel 12 by pressing.
Referring to fig. 4, when the steel column 11 is square steel, the support structure of the ALC plate 20 is the same as that of the steel column 11, i-steel, and will not be described here.
The reinforcement treatment is required for the door opening 30 and other parts, and because the ALC plate 20 is fixed through the openings at two ends, most of the ALC plates 20 around the door opening 30 are fixed through the openings at one end. Fig. 7 shows a schematic view of the reinforcement structure of the door opening 30, which is in a top view. The door opening 30 sets up horizontal reinforcement angle steel 41 and vertical reinforcement angle steel 42 all around, vertical reinforcement angle steel 42 sets up in the both sides of door opening 30 respectively, horizontal reinforcement angle steel 41 sets up at the top of door opening 30, and horizontal reinforcement angle steel 41 both sides extend beyond the width of door opening 30, the both ends of horizontal reinforcement angle steel 41 are all fixed on angle steel support 15, the ALC panel 20 of top is supported through horizontal reinforcement angle steel 41, the tip welding of vertical reinforcement angle steel 42 is on horizontal reinforcement angle steel 41, use reinforcement nail 43 to fix ALC panel 20 and horizontal reinforcement angle steel 41 or vertical reinforcement angle steel 42 simultaneously, especially, after fixing through reinforcement nail 43 and vertical reinforcement angle steel 42, improve the stability of door opening 30 department through vertical reinforcement angle steel 42 atress support.
The structure of the window is similar to that of the door opening 30, and the difference is that the door opening 30 is provided with only one horizontal reinforcing angle steel 41 at the top, and the bottom of the vertical reinforcing angle steel 42 is directly fixed on the foundation; the window is provided with an upper horizontal reinforcing angle steel 41 and a lower horizontal reinforcing angle steel 41, and two ends of the vertical reinforcing angle steel 42 are welded and fixed on the horizontal reinforcing angle steel 41.
The above embodiments are only for illustrating the technical solution of the present utility model, and are not limiting.

Claims (6)

1. An assembled industrial plant, comprising:
the steel frame structure is provided with a vertical steel column, and long angle steel is fixed on the steel column; ALC plate, the end is opened with the connecting hole;
the hook head bolt penetrates through the connecting hole of the ALC plate and hooks the through long angle steel;
angle steel supporting members fixed on the through-length angle steel at intervals, the angle steel supporting members having top planes which contact and support the ALC plate.
2. The assembled industrial plant according to claim 1, wherein the contact portion of the ALC plate and the angle steel support member is provided with a notch, and the angle steel support member is embedded into the notch so that the upper opening plane of the angle steel support member and the upper opening plane of the next skin plate are on the same plane.
3. The assembled industrial plant according to claim 1, wherein the steel column is an i-beam, the rib of the i-beam is perpendicular to the ALC plate, the segmented pre-buried angle steel is fixed on the inner side of the face of the i-beam, and the through-length angle steel is fixed on the segmented pre-buried angle steel and keeps a plane parallel to the ALC plate;
or the rib of the I-steel is parallel to the ALC plate, and the through long angle steel is fixed on the inner side and/or the outer side of the face of the I-steel and keeps a plane parallel to the ALC plate.
4. The building of claim 1, wherein the steel columns are square steel and the angle bars are fixed to the outer side walls of the square steel and remain with a plane parallel to the ALC plates.
5. The assembled industrial plant of claim 1, wherein the plant has a door opening that is not covered by ALC sheet material, vertical reinforcement angles are provided on both sides of the door opening, horizontal reinforcement angles are provided on the top of the door opening, both sides of the horizontal reinforcement angles extend beyond the width of the door opening, both ends of the horizontal reinforcement angles are fixed on angle steel supporting members, and the vertical reinforcement angles are provided on both sides of the horizontal reinforcement angles
The top and the horizontal angle steel of strengthening of steel are fixed, the bottom mounting of vertical angle steel is on the ground, the ALC panel is fixed on horizontal angle steel or vertical angle steel of strengthening through the reinforcement nail.
6. The assembled industrial plant according to claim 5, wherein the plant has a window opening which is not covered by ALC plates, vertical reinforcing angle steel is arranged on two sides of the window opening, horizontal reinforcing angle steel is arranged at the top and the bottom of the door opening, two sides of the horizontal reinforcing angle steel extend beyond the width of the door opening, two ends of the horizontal reinforcing angle steel are fixed on angle steel supporting pieces, two ends of the vertical reinforcing angle steel are fixed with the horizontal reinforcing angle steel, and the ALC plates are fixed on the horizontal reinforcing angle steel or the vertical reinforcing angle steel through reinforcing nails.
CN202223524953.7U 2022-12-24 2022-12-24 Assembled industrial factory building Active CN219365573U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202223524953.7U CN219365573U (en) 2022-12-24 2022-12-24 Assembled industrial factory building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202223524953.7U CN219365573U (en) 2022-12-24 2022-12-24 Assembled industrial factory building

Publications (1)

Publication Number Publication Date
CN219365573U true CN219365573U (en) 2023-07-18

Family

ID=87114425

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202223524953.7U Active CN219365573U (en) 2022-12-24 2022-12-24 Assembled industrial factory building

Country Status (1)

Country Link
CN (1) CN219365573U (en)

Similar Documents

Publication Publication Date Title
CN213014816U (en) Precast shear wall with concrete steel structure
CN111088859A (en) Assembled outer wall structure and mounting method thereof
CN212317231U (en) Assembled steel-bamboo combined shear wall with damper
CN204475580U (en) Wall panel assembly and full prefabricated building
CN219365573U (en) Assembled industrial factory building
CN200975025Y (en) Wood joist house structural
CN114687478B (en) Built-in lattice column type double-steel-plate shear wall with shear wall-beam node domain
CN215406723U (en) Integrated assembly type building house
CN214833403U (en) Steel pipe concrete special-shaped column connection node structure for building engineering
CN212866588U (en) Contain assembled decoration heat preservation integration wallboard of skeleton
CN210421518U (en) Concrete shear wall provided with steel plate type inclined struts
CN214462924U (en) Earthquake area UHPC temporary board house
CN215442339U (en) Newly-increased steel structure balcony of existing masonry structure house
CN110847435B (en) Peripheral retaining wall body of assembled building
CN211621959U (en) Special-shaped column beam column connecting node of assembled steel structure building
CN209874152U (en) Cold-formed thick-wall steel frame-buckling restrained slotted steel plate shear wall system
CN112523547A (en) UHPC temporary board house in earthquake region and erection method
CN2339648Y (en) Connecting device for beam and column of industriatized constructed reinforced concrete building structural frame
CN220848326U (en) High-strength prefabricated component with steel strand installation function
CN111140032A (en) Steel plate reinforcing structure of shear wall and construction method thereof
CN210216717U (en) Assembled beam column connected node
CN214884754U (en) Assembled steel construction floor board, roof boarding
CN210216740U (en) double-T plate support connecting structure
CN217460915U (en) Assembled special-shaped steel pipe concrete column-steel beam connecting node
CN215670303U (en) Novel frame-type precast concrete shear wall

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant