CN211846780U - Combined type wall-attached elevator aluminum profile frame hoistway - Google Patents
Combined type wall-attached elevator aluminum profile frame hoistway Download PDFInfo
- Publication number
- CN211846780U CN211846780U CN201921456938.9U CN201921456938U CN211846780U CN 211846780 U CN211846780 U CN 211846780U CN 201921456938 U CN201921456938 U CN 201921456938U CN 211846780 U CN211846780 U CN 211846780U
- Authority
- CN
- China
- Prior art keywords
- cross beam
- groove
- upright post
- upright
- crossbeam
- 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.)
- Expired - Fee Related
Links
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 title claims abstract description 21
- 229910052782 aluminium Inorganic materials 0.000 title claims abstract description 21
- 229910000838 Al alloy Inorganic materials 0.000 claims abstract description 6
- 239000011521 glass Substances 0.000 claims description 29
- 238000009434 installation Methods 0.000 claims description 7
- 229910000831 Steel Inorganic materials 0.000 abstract description 12
- 239000010959 steel Substances 0.000 abstract description 12
- 239000011159 matrix material Substances 0.000 abstract description 2
- 239000010410 layer Substances 0.000 description 10
- 238000005516 engineering process Methods 0.000 description 8
- 238000004519 manufacturing process Methods 0.000 description 6
- 210000001503 joint Anatomy 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 230000006835 compression Effects 0.000 description 3
- 238000007906 compression Methods 0.000 description 3
- 238000010276 construction Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000010891 electric arc Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 206010063659 Aversion Diseases 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000005246 galvanizing Methods 0.000 description 1
- 239000011796 hollow space material Substances 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000007921 spray Substances 0.000 description 1
- 239000013589 supplement Substances 0.000 description 1
Images
Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66B—ELEVATORS; ESCALATORS OR MOVING WALKWAYS
- B66B11/00—Main component parts of lifts in, or associated with, buildings or other structures
- B66B11/0005—Constructional features of hoistways
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F17/00—Vertical ducts; Channels, e.g. for drainage
- E04F17/005—Lift shafts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0266—Enlarging
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mutual Connection Of Rods And Tubes (AREA)
- Joining Of Building Structures In Genera (AREA)
Abstract
A combined type wall-attached elevator aluminum profile frame hoistway comprises an upright post, a cross beam and a sleeve core, wherein two inner side surfaces of the upright post are provided with an upright post first groove edge and an upright post third groove edge, and the upright post first groove edge and the upright post third groove edge form a cross beam groove-shaped clamping groove; the two side surfaces of the cross beam are provided with a cross beam bayonet and a cross beam groove edge; after the two ends of the cross beam are inserted into the first groove side of the stand column and the third groove side of the stand column to form a cross beam groove-shaped clamping groove, the stand column and the cross beam are tightly connected into a whole by using a connecting part, so that the four stand columns and the four cross beams are connected into a well frame unit, and the multi-layer well frame unit is connected up and down through sleeve cores to form a vertical well. The aluminum alloy elevator hoistway structure has the advantages that the aluminum alloy elevator hoistway structure can replace a traditional steel structure elevator hoistway, is the same as a Q235 steel structure pipeline in mechanical and mechanical properties, and is additionally provided with an industrial aluminum matrix profile with the antirust and anticorrosion functions reaching the service life of 50-100 years.
Description
Technical Field
The utility model relates to an install outdoor elevator well equipment manufacturing and designing technical field additional at existing building house, in particular to modular attach elevator aluminum section bar frame well of wall installation.
Background
The frame structure transmission shaft of the elevator is additionally arranged in the existing building, is vertical transportation equipment and a supporting main body of the elevator, and is required to be attached to a walking stair opening of a multi-storey building, a foundation pit shaft of the elevator is excavated according to relevant technical specifications, and the steel structure elevator shaft is erected layer by combining a corridor.
The traditional steel structure well must adopt a thin-wall square pipe material with the steel grade of Q235 to manufacture a frame-shaped well derrick, the surface of the material adopts surface galvanizing treatment, but an electric arc welding technology is adopted in the manufacturing process of the elevator frame well, and the connecting port of the well frame does not need to be subjected to electric arc welding connection fixing technology. Therefore, the galvanized protective layer of the welding seam of the joint at the welding part is vaporized and evaporated, and the antirust function is lost, and the steel derrick has weak antirust protection capability and cannot be suitable for project engineering of an additional elevator in a natural environment with high temperature, high humidity, strong typhoon and salt spray acid. The safe service life of the elevator hoistway can not reach the expected life, and the elevator hoistway repair accident that a hoistway frame surface exposed by an early-mounted elevator hoistway is rusted and cracked can be judged, and the conventional elevator welded hoistway basically cannot meet the basic requirements that the design service life of a steel frame hoistway in China is 50 years, the recurrence period of wind load standards is 50 years, and the recurrence period of snow load standard values is 100 years (including some specific design standards of steel frames: GB50011-2010 'building earthquake-resistant design Specification').
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a can replace traditional steel construction elevator well, the mechanical mechanics performance is the same with Q235 steel construction pipeline, but its rust-resistant anticorrosion function reaches the industry aluminum matrix section bar of 50-100 years service life and does the combination formula of installing additional elevator aluminum alloy structure well and attach the elevator aluminum profile frame well of wall installation.
The utility model discloses a solution is such:
the design principle of the utility model is that:
an aluminum alloy chimney frame combination shaft similar to a mortise-tenon joint structure is formed by using aluminum profiles and square upright posts and square cross beams through an aluminum profile extrusion process and a production means.
Based on the basic design principle, the utility model discloses a specific technical scheme is:
a combined type wall-attached elevator aluminum profile frame hoistway comprises an upright post, a cross beam and a sleeve core, wherein two inner side surfaces of the upright post are provided with an upright post first groove edge and an upright post third groove edge, and the upright post first groove edge and the upright post third groove edge form a cross beam groove-shaped clamping groove; two side surfaces of the beam are provided with a beam clamping groove and a beam groove edge; after the two ends of the cross beam are inserted into the first groove sides of the stand columns and the third groove sides of the stand columns to form the groove-shaped clamping grooves of the cross beam, the stand columns and the cross beams are fastened and connected into a whole by using connecting parts, so that the four stand columns and the four cross beams are connected into a hoistway frame unit, and the multilayer hoistway frame units are connected up and down through sleeve cores to form a vertical hoistway.
The more specific technical scheme also comprises the following steps: the sleeve core is inserted into the hollow part of the end of each layer of the shaft way frame unit upright column, and the upright columns on the upper layer and the lower layer are fastened with the sleeve core into a whole by bolts.
Further: the sleeve core is of a structure with ribs, the ribs protruding from the outer wall of the sleeve core are used for being connected with the inner wall of the upright post, and the sleeve core and the upright post are fastened into a whole at the ribs by bolts.
Further: the upright post is provided with a clamping groove and an upright post second groove edge within the range of the beam groove-shaped clamping groove, and the upright post second groove edge and the clamping groove form a glass bayonet; two opposite side surfaces of the beam are respectively provided with a beam clamping groove and a beam groove edge, and a beam glass bayonet is formed between the beam clamping groove and the beam groove edge; after the stand columns and the cross beams are connected into a well frame unit, glass bayonets on opposite surfaces of two adjacent stand columns and cross beam glass bayonets on opposite surfaces of two adjacent cross beams enclose clamping positions for fixing four sides of glass, glass clamping strips are installed in the clamping grooves of the clamping grooves and the clamping grooves of the cross beams, and the glass is fixed at the clamping positions.
Further: the connecting part for fixedly connecting the stand column and the cross beam into a whole is a cross beam pull rod, and the end of the cross beam pull rod extending out of the stand column is fastened by a nut after penetrating through the cross beam inner hole pipe and the side wall of the stand column, so that the cross beam and the stand column are fixedly connected into a whole.
Further: the connecting part which fastens and connects the upright column and the cross beam into a whole is an upright column and cross beam connecting bolt, and after the cross beam is inserted between the upright column first groove edge and the upright column third groove edge of the upright column, the upright column and the cross beam are fastened and integrated by the upright column and cross beam connecting bolt from screw holes on the upright column first groove edge and the upright column third groove edge.
Further: the inner wall of the joint of the two ends of the cross beam and the upright post is sleeved with a cross beam sleeve core, the cross beam sleeve core is fixed on the cross beam by a cross beam sleeve core fixing bolt in the connecting direction of the cross beam and the upright post, and the cross beam sleeve core is fixed on the upright post by an upright post fixing bolt in the connecting surface of the cross beam and the upright post.
Further: the middle part of the end face of the beam sleeve core connected with the beam is provided with a convex rib connected with the inner wall of the beam, and the beam sleeve core is fixed on the beam by a beam sleeve core fixing bolt at the convex rib.
Further: the four corners of the beam sleeve core are of crossed rib structures, the cross points are transversely provided with upright post fixing holes, and the beam sleeve core is fixed on the upright posts through upright post fixing bolts through the upright post fixing holes when being connected with the upright posts.
Further: the inner wall of the outward side or the inner wall of the inward side of the cross beam is provided with at least two cross beam fixing ribs for mounting a track or fixing the cross beam with the upright post.
The utility model has the advantages that:
1. the multi-layer frames of the frame combined hoistway are completely connected by forming a beam groove-shaped clamping groove for contraposition of the beam and a first groove edge of an upright post and a third groove edge of the upright post by using a beam pull rod, and the positions on the groove openings are utilized for nut connection, so that the positioning is accurate and the connection is reliable;
2. when the upright posts and the cross beams are connected by the cross beam pull rods in a frame mode, the upright posts and the cross beams can be butted into a frame, a glass window frame bayonet is formed by the second groove edges of the upright posts and the clamping grooves according to the set structural size of a curtain wall frame, glass clamping strips are placed in the clamping grooves, and a multifunctional freely-combined embedded curtain wall window frame is built by the glass clamping strips and the second groove edges of the upright posts;
3. the tenon-and-mortise frame structure with the cross beam pull rods inserted into the cross beams is utilized, each layer of frame is connected by four cross beam pull rods, and each layer of pull rod can be rigidly connected with the wall of a residential corridor by utilizing the external thread joints of two bolts, so that the shock resistance and the wind resistance of the hoistway are superior to those of a welded steel structure hoistway. The life of the shaft equipment is the same as that of the building;
4. the utility model relates to a core technology of how to let the well closely dock, the utility model designs a cover core connection technology with rib, makes the butt joint mouth of upright column body carry out zero clearance cover core combination bolt riveting, adopts the crossbeam pull rod to form crossbeam flute shape draw-in groove counterpoint to the stand first trough side and the stand third trough side on crossbeam and stand between the butt joint of each section stand mouth, utilizes the position on the notch to carry out the nut connection, and the location connection of stand and crossbeam is a bayonet bolt connection technology with the compound counterpoint of sleeve pipe and cover core, and is very obvious to the reinforcing effect of aluminium component well;
5. the cross beam is a connecting part for increasing bending resistance and compression resistance of the stand column in all well frame structures, the cross beam is a hollow cavity, one or more circular cross beam inner hole pipes with ribs are designed in the cavity of the aluminum well cross beam, the circular cross beam inner hole pipes are positioning supports of the cross beam pull rod and are important supplements to the torsion-resistant structure technology of the cross beam pull rod, and the cross beam section design technology cannot be copied in a conventional steel well. Therefore, the beam is an innovative technology of beam structure design;
6. after the widths of the first groove edge and the third groove edge of the upright column are increased on the longitudinal side and the transverse side of the upright column, wide-edge rib plates on two sides are formed, so that friction connection areas between the longitudinal connection beam and the upright column and between the transverse connection beam and the upright column are increased, and the longitudinal connection beam and the upright column are more reliably and tightly connected; the wide-edge ribbed plate integrated extruded section can greatly improve the bending resistance, tensile resistance, compression resistance and torsion resistance of the upright column, can be connected by screws or rivets, and can be reliably connected by the frame.
Drawings
Fig. 1 is a side view of embodiment 1 of the present invention.
Fig. 2 is a right side view of fig. 1.
Fig. 3 is a sectional view taken along line a-a of fig. 1.
Fig. 4 is a sectional view taken along line B-B of fig. 1.
Fig. 5 is a schematic structural view of the cross member 3.
Fig. 6 is a cross-sectional view of C-C of fig. 5.
Fig. 7 is a cross-sectional view taken along line D-D of fig. 6.
Fig. 8 is a schematic structural view of the column 1.
Fig. 9 is a cross-sectional view of fig. 8.
Fig. 10 is a schematic structural view of the core 7.
Fig. 11 is a cross-sectional view of fig. 10.
Fig. 12 is a schematic view of the cross member 3 after the glass snap strip 15 is mounted.
Fig. 13 is a schematic structural view of embodiment 2 of the present invention.
Fig. 14 is a partially enlarged schematic view of fig. 13.
Fig. 15 is a cross-sectional view E-E of fig. 13.
Fig. 16 is a schematic structural diagram of a third embodiment of the present invention.
Fig. 17 is a transverse connection diagram of the three-column 1 and the beam sleeve core of the embodiment shown in fig. 16.
Fig. 18 is a partial transverse connection view of the upright post 1 and the beam sleeve core of the third embodiment in fig. 17.
Fig. 19 is a sectional view taken along line a-a of fig. 18.
Fig. 20 is a cross-sectional view taken along line K-K of fig. 18.
Fig. 21 is a sectional view of the three-column 1 of the embodiment.
Fig. 22 is a schematic structural view of the three-core set 7 of the embodiment.
Fig. 23 is a schematic structural view of the third beam 3 of the embodiment.
Fig. 24 is a schematic structural view of the beam core 14 in the third embodiment.
The parts of the drawings are detailed as follows: the structure comprises an upright post 1, an upright post first groove edge 1-1, an upright post second groove edge 1-2, an upright post third groove edge 1-3, a clamping groove 1-4, glass 2, a cross beam 3, a nut 4, a cross beam inner hole tube 5, a cross beam pull rod 6, a sleeve core 7, a bridge first nut 8, a bridge second nut 9, a house wall 10, a bolt 11, a cross beam clamping groove 3-1, a cross beam groove edge 3-2, a wall-attached pull rod bolt 12, a hinge 13, a cross beam sleeve core 14, a glass clamping strip 15, an upright post cross beam connecting bolt 16, a cross beam sleeve core fixing bolt 17, an upright post fixing bolt 18, a cross beam fixing rib 19, a cross beam sleeve core convex rib 20, a sleeve core fixing bolt hole 21 and a cross beam fixing bolt hole 22.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings.
The utility model comprises a vertical column 1, a beam 3 and a sleeve core 7, wherein two inner side surfaces of the vertical column 1 are provided with a first groove edge 1-1 of the vertical column and a third groove edge 1-3 of the vertical column, and the first groove edge 1-1 and the third groove edge 1-3 of the vertical column form a beam groove-shaped clamping groove; two side surfaces of the beam 3 are provided with a beam clamping groove 3-1 and a beam groove edge 3-2; after the two ends of the cross beam 3 are inserted into the first groove sides 1-1 of the stand columns and the third groove sides 1-3 of the stand columns to form cross beam groove-shaped clamping grooves, the stand columns 1 and the cross beams 3 are fixedly connected into a whole by connecting parts, the four stand columns 1 and the four cross beams 3 are connected into a hoistway frame unit, and the multilayer hoistway frame unit is connected up and down by the sleeve cores 7 to form a vertical hoistway.
According to the above basic structure, the utility model discloses there is following embodiment:
the first embodiment is as follows:
as shown in fig. 1, 2, 3 and 4, the utility model discloses a stand 1, crossbeam 3, cover core 7, two medial surfaces of stand 1 are provided with stand first trough edge 1-1, stand second trough edge 1-2, stand third trough edge 1-3, draw-in groove 1-4, and wherein stand first trough edge 1-1 forms crossbeam flute profile draw-in groove with stand third trough edge 1-3, and when stand first trough edge 1-1 and stand third trough edge 1-3 formed crossbeam flute profile draw-in groove position was installed to the end of crossbeam 3, the outer wall of crossbeam 3 received the mortise-tenon joint of crossbeam flute profile draw-in groove spacing, restriction crossbeam 3's aversion.
As shown in fig. 5, 6 and 7, a through beam inner hole tube 5 is arranged inside the beam 3, and the beam inner hole tube 5 in the beam 3 and the beam are connected and formed into a whole in a manner that two ribs are connected with the beam wall; two side surfaces of the beam 3 are provided with a beam clamping groove 3-1 and a beam groove edge 3-2.
When the upright post 1 is connected with the cross beam 3, after the two ends of the cross beam 3 are inserted into the first groove edge 1-1 of the upright post and the third groove edge 1-3 of the upright post to form a cross beam groove-shaped clamping groove, the cross beam pull rod 6 penetrates through the cross beam inner hole pipe 5 and the side wall of the upright post 1, the end extending out of the upright post 1 is fastened by the nut 4 to connect and fix the upright post 1 and the cross beam 3, the structures of the four upright posts and each layer of the four cross beams are connected into a well frame unit with a mortise and tenon joint frame structure by the cross beam pull rod 6, and the multilayer well frame units are connected up and down by the sleeve core 7 to form a vertical well shown in the.
As shown in fig. 4, 10 and 11, the sleeve core 7 is inserted into the hollow space at the end of each layer of the shaft frame unit upright post 1, the upright posts 1 at the upper and lower layers and the sleeve core 7 are fastened into a whole by bolts 11, if a cross beam pull rod 6 is required to be installed at the joint, the cross beam pull rod 6 passes through the cross beam inner hole tube 5, the side wall of the upright post 1 and the side wall of the sleeve core 7, and then the end extending out of the sleeve core 7 is fastened by a nut 4; the sleeve core 7 is of a structure with ribs, the ribs protruding from the outer wall of the sleeve core are used for being connected with an inner hole of the upright post 1, two sides of the sleeve core are two protruding ribs, the other two sides of the sleeve core are one protruding rib, and the side wall of the sleeve core with only one protruding rib is connected with the back faces of the clamping grooves 1-4 of the upright post 1.
The upright post 1 is provided with an upright post second groove edge 1-2 and a clamping groove 1-4 within the range of the beam groove-shaped clamping groove, and the upright post second groove edge 1-2 and the clamping groove 1-4 form a glass bayonet; two opposite side surfaces of the beam 3 are respectively provided with a beam clamping groove 3-1 and a beam groove edge 3-2, and a beam glass bayonet is formed between the beam clamping groove 3-1 and the beam groove edge 3-2; after the upright posts 1 and the cross beams 3 are connected into a well frame unit by cross beam pull rods 6, glass bayonets on opposite surfaces of two adjacent upright posts 1 and cross beam glass bayonets on opposite surfaces of two adjacent cross beams 3 enclose a window frame clamping position for fixing four sides of glass, glass clamping strips 15 are installed in the clamping grooves 1-4 and the cross beam clamping grooves 3-1, and the glass 2 is fixed at the position of the window frame clamping position.
In the embodiment, a cross beam pull rod 6 is adopted between the butt joint of each section of the upright post port, and the cross beam pull rod is inserted into the upright post first groove edge 1-1 and the upright post third groove edge 1-3 at the two ends of the cross beam 3 to form a cross beam groove-shaped clamping groove for connection and fixation.
The structure of embodiment 1 shown in fig. 1 is suitable for areas with seismic intensity less than 7-level seismic zone, at this time, the beam pull rod 6 for fixing with the housing wall 10 is of an elongated structure, as shown in fig. 1 and 4, after the bridge passing installation end of the beam pull rod passes through the whole upright post 1, the beam pull rod 6 is fastened with the upright post 1 by the first bridge passing nut 8, and the beam pull rod 6 is fastened with the housing wall 10 by the second bridge passing nut 9.
In the structure of the first embodiment, the connections other than the tie bars 6 may be connected by bolting or riveting, and bolt holes corresponding to the bolting or riveting may be formed in advance in the manufacture of the section bar, or may be drilled in advance when the tie bars are installed on site.
Example two:
as shown in fig. 13, 14 and 15, the wall-attached tie bolt is suitable for areas with seismic intensity greater than or equal to 7-level seismic zones, at this time, the movable end of the hinge 13 is fixed at the end of the cross beam pull rod 6, the fixed end of the hinge 13 is connected with the wall-attached tie bolt 12, and the wall-attached tie bolt 12 is fastened with the residential wall 10 by the second gap bridge nut 9, so that: 1. when the shaft sinks due to self weight, the elevator shaft can freely sink in the vertical direction under the sliding displacement of the hinge; 2. the hinge connection is used, so that the damage to the original wall-attached building can be avoided when the elevator shaft moves due to self weight.
Example three:
as shown in fig. 16-24.
The difference between the upright post 1 and the first embodiment is as follows: the first groove edge 1-1 and the third groove edge 1-3 of the upright post 1 extend outwards to be longer than those of the first embodiment, so that a wide groove is formed, and the second groove edge 1-2 of the upright post is eliminated, as shown in fig. 21. After the cross beam is inserted between the first slot edge 1-1 and the third slot edge 1-3 of the upright column 1, eight upright column cross beam connecting bolts 16 are used for each slot edge to fasten the upright column 1 and the cross beam 3 into a whole from screw holes on the first slot edge 1-1 and the third slot edge 1-3 of the upright column, as shown in fig. 18 and 20, so that the connecting part of the embodiment is the upright column cross beam connecting bolt 16.
As shown in fig. 17, 18 and 19, a beam sleeve core 14 is sleeved on the inner wall of the joint between the two ends of the beam 3 and the column 1, the beam sleeve core 14 is fixed on the beam 3 by a beam sleeve core fixing bolt 17 in the direction of connecting with the beam 3, and the beam sleeve core 14 is fixed on the column 1 by four column fixing bolts 18 in the connection surface with the column 1. The middle part of the end surface of the beam sleeve core 14 connected with the beam 3 is provided with a beam sleeve core convex rib 20 connected with the inner wall of the beam, and the beam sleeve core 14 is fixed on the beam 3 at the beam sleeve core convex rib 20 by a beam sleeve core fixing bolt 17; as shown in fig. 23, four cross beam fixing ribs 19 for installing rails are disposed on the inner wall of the outward side and the inner wall of the inward side of the cross beam 3, the strength of the rail installation joint is enhanced by the cross beam fixing ribs 19, and meanwhile, the upright column 1 and the cross beam 3 are fixed at the cross beam fixing ribs 19 by eight upright column-cross beam connecting bolts 16, so that a strong connection strength is obtained.
As shown in fig. 24, four corners of the beam sheath core 14 are cross rib structures, column fixing holes 18-1 are transversely formed at the cross points, and the beam sheath core is fixed to the column 1 through the column fixing holes 18-1 by using column fixing bolts 18 when being connected with the column 1.
As shown in fig. 16, 20 and 21, a sleeve core 7 is installed at the joint of the upper and lower upright posts 1, sleeve core fixing bolt holes 21 and cross beam fixing bolt holes 22 are opened on the upright posts 1, the upper and lower upright posts 1 are fastened into a whole at the sleeve core fixing bolt holes 21 by bolts 11, and the cross beam 3 and the upright posts 1 are fastened into a whole at the cross beam fixing bolt holes 22 by upright post and cross beam connecting bolts 16.
The sleeve core 7 shown in fig. 22 has a structure with at least two sleeve core ribs on each side, wherein the sleeve core ribs located at the positions 1-4 of the clamping grooves have small thickness, after the sleeve core 7 is installed on the upright post 1, the two sleeve core ribs with small thickness just contact with the inner wall of the upright post at the positions 1-4 of the clamping grooves, the rest sleeve core ribs are connected with the inner walls of other positions of the upright post, and the upper upright post 1 and the lower upright post 1 are fastened into a whole at the positions of the sleeve core fixing bolt holes 21 by bolts 11.
As shown in fig. 17 and 18, in the embodiment, the installation position of the glass 2 is located between the clamping groove 3-1 of the three cross beams and the groove edge 3-2 of the cross beam, and after the first groove edge 1-1 of the upright post fixes the cross beam, the installation position of the glass 2 is located between the groove edge 3-2 of the cross beam and the clamping groove 1-4 of the cross beam.
Compared with the first embodiment, the first embodiment is characterized in that the upright post 1, the cross beam 3 and the core sleeve 7 have a positioning function, particularly, the widths of the first groove edge 1-1 and the third groove edge 1-3 of the upright post are increased on the longitudinal side and the transverse side of the upright post to form wide rib plates on two sides, so that the friction connection areas between the longitudinal connection cross beam and the upright post and between the transverse connection cross beam and the upright post are increased, and the longitudinal connection cross beam and the upright post are more reliably and tightly connected; the wide-edge ribbed plate integrated extruded section can greatly improve the bending resistance, tensile resistance, compression resistance and torsion resistance of the upright column, can be connected by screws or rivets, and can be reliably connected by the frame. And is used in nine-story aluminum alloy elevator shaft with height not more than 30 m.
All the connections of the third embodiment can be connected by adopting a bolt connection mode and a riveting mode, bolt holes corresponding to the bolt holes can be manufactured in advance in section bar manufacturing, and drilling can be carried out according to actual sizes when the bolt holes are installed on site.
Claims (10)
1. The utility model provides a modular elevator aluminium alloy frame well that attaches wall installation, includes stand (1), crossbeam (3), cover core (7), its characterized in that: two inner side surfaces of the upright post (1) are provided with an upright post first groove edge (1-1) and an upright post third groove edge (1-3), wherein the upright post first groove edge (1-1) and the upright post third groove edge (1-3) form a beam groove-shaped clamping groove; two side surfaces of the cross beam (3) are provided with a cross beam clamping groove (3-1) and a cross beam groove edge (3-2); after the two ends of the cross beam (3) are inserted into the first groove sides (1-1) of the stand columns and the third groove sides (1-3) of the stand columns to form the groove-shaped clamping grooves of the cross beams, the stand columns (1) and the cross beams (3) are fixedly connected into a whole by connecting parts, so that the four stand columns (1) and the four cross beams (3) are connected into a well frame unit, and the multi-layer well frame unit is connected up and down through the sleeve cores (7) to form a vertical well.
2. The combined wall-attached elevator aluminum profile frame hoistway of claim 1, wherein: the sleeve core (7) is inserted into the hollow part of the end of each layer of the shaft frame unit upright post (1), and the upright posts (1) on the upper layer and the lower layer are fastened with the sleeve core (7) into a whole by bolts (11).
3. The combined wall-attached elevator aluminum profile frame hoistway of claim 1 or 2, wherein: the sleeve core (7) is of a structure with ribs, the ribs protruding from the outer wall of the sleeve core are used for being connected with the inner wall of the upright post (1), and the sleeve core (7) and the upright post (1) are fastened into a whole at the ribs by bolts (11).
4. The combined wall-attached elevator aluminum profile frame hoistway of claim 1, wherein: the upright post (1) is provided with a clamping groove (1-4) and an upright post second groove edge (1-2) within the range of the beam groove-shaped clamping groove, and the upright post second groove edge (1-2) and the clamping groove (1-4) form a glass bayonet; two opposite side surfaces of the cross beam (3) are respectively provided with a cross beam clamping groove (3-1) and a cross beam groove edge (3-2), and a cross beam glass bayonet is formed between the cross beam clamping groove (3-1) and the cross beam groove edge (3-2); after the upright columns (1) and the cross beams (3) are connected into a well frame unit, glass bayonets on opposite surfaces of two adjacent upright columns (1) and cross beam glass bayonets on opposite surfaces of two adjacent cross beams (3) enclose a clamping position for fixing four sides of glass, glass clamping strips (15) are arranged in the clamping grooves (1-4) and the cross beam clamping grooves (3-1), and the glass (2) is fixed at the position of the clamping position.
5. The combined wall-attached elevator aluminum profile frame hoistway of claim 1, wherein: crossbeam (3) inside is provided with at least one crossbeam inner bore pipe (5), adapting unit as an organic whole with stand (1) and crossbeam (3) fastening connection is crossbeam pull rod (6), crossbeam pull rod (6) pass crossbeam inner bore pipe (5), stand (1) lateral wall after, fasten with nut (4) at the end that stretches out stand (1), as an organic whole with crossbeam (3) and stand (1) fastening connection.
6. The combined wall-attached elevator aluminum profile frame hoistway of claim 1, wherein: the connecting part which tightly connects the upright column (1) and the cross beam (3) into a whole is an upright column and cross beam connecting bolt (16), and after the cross beam is inserted between the upright column first groove edge (1-1) and the upright column third groove edge (1-3) of the upright column (1), the upright column (1) and the cross beam (3) are tightly connected into a whole by the upright column and cross beam connecting bolt (16) from screw holes on the upright column first groove edge (1-1) and the upright column third groove edge (1-3).
7. The combined wall-attached elevator aluminum profile frame hoistway of claim 1 or 6, wherein: crossbeam cover core (14) is cup jointed with the inner wall of stand (1) junction in crossbeam (3) both ends, crossbeam cover core (14) are being connected the direction with crossbeam (3) and are being fixed in crossbeam (3) with crossbeam cover core fixing bolt (17) with crossbeam cover core, are being connected face with stand (1) and are being fixed in stand (1) with crossbeam cover core with stand fixing bolt (18).
8. The combined wall-attached elevator aluminum profile frame hoistway of claim 7, wherein: the middle part of the end face of the beam sleeve core (14) connected with the beam (3) is provided with a convex rib connected with the inner wall of the beam, and the beam sleeve core is fixed on the beam (3) at the convex rib by a beam sleeve core fixing bolt (17).
9. The combined wall-attached elevator aluminum profile frame hoistway of claim 7, wherein: the four corners of the beam sleeve core are of crossed rib structures, the cross points are transversely provided with upright post fixing holes, and when the beam sleeve core is connected with the upright posts (1), the beam sleeve core is fixed on the upright posts (1) through the upright post fixing holes by upright post fixing bolts.
10. The combined wall-attached elevator aluminum profile frame hoistway of claim 7, wherein: the inner wall of the outward side or the inner wall of the inward side of the cross beam (3) is provided with at least two cross beam fixing ribs for installing a track or fixing with the upright post.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910576644 | 2019-06-28 | ||
| CN2019105766448 | 2019-06-28 |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211846780U true CN211846780U (en) | 2020-11-03 |
Family
ID=68991641
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910830036.5A Active CN110642121B (en) | 2019-06-28 | 2019-09-04 | Combined wall-attached elevator aluminum profile frame hoistway |
| CN201921456938.9U Expired - Fee Related CN211846780U (en) | 2019-06-28 | 2019-09-04 | Combined type wall-attached elevator aluminum profile frame hoistway |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910830036.5A Active CN110642121B (en) | 2019-06-28 | 2019-09-04 | Combined wall-attached elevator aluminum profile frame hoistway |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN110642121B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110642121A (en) * | 2019-06-28 | 2020-01-03 | 黄民英 | Combined type wall-attached elevator aluminum profile frame hoistway |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111115418B (en) * | 2020-01-14 | 2024-05-10 | 康力电梯股份有限公司 | Elevator aluminum alloy well structure |
| CN111591858A (en) * | 2020-03-31 | 2020-08-28 | 四川欣佳梯商贸有限公司 | Modularized steel structure elevator shaft and construction method |
| CN113216559B (en) * | 2021-02-08 | 2023-01-10 | 斯迈普电梯(中国)有限公司 | Beam-through type light steel keel elevator hoistway system |
Family Cites Families (18)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4324898C2 (en) * | 1993-07-24 | 1995-09-14 | Formplan Ges Fuer Bueroeinrich | Table-shaped furniture with a worktop, shelf or table top, especially a work or office table |
| JP3709875B2 (en) * | 2003-03-10 | 2005-10-26 | 松下電工株式会社 | Elevator drive fixing structure |
| CN103381986B (en) * | 2013-07-01 | 2015-09-16 | 浙江西子重工机械有限公司 | A kind of pre-assembled elevator |
| CN103979381B (en) * | 2014-05-30 | 2017-04-05 | 湖南海诺电梯有限公司 | A kind of aluminium alloy elevator hoistways |
| CN204369358U (en) * | 2014-12-23 | 2015-06-03 | 湖州南浔固源电梯部件有限公司 | A kind of sundry elevator is with taking derrick soon |
| CN205240994U (en) * | 2015-12-21 | 2016-05-18 | 山东奔速电梯股份有限公司 | Steel well of home use elevator |
| DE102016003399A1 (en) * | 2016-03-19 | 2017-09-21 | Bernd Rappel | Elevator support structure for a shaft scaffold and assembly process |
| CN106044459A (en) * | 2016-08-16 | 2016-10-26 | 苏州斯格别墅电梯有限公司 | Steel structure shaft frame of villa elevator |
| CN206156527U (en) * | 2016-08-31 | 2017-05-10 | 四川富士鑫电梯有限公司 | Novel elevator well frame |
| CN106906984A (en) * | 2017-04-18 | 2017-06-30 | 江苏瑞永建设工程技术有限公司 | A kind of prefabricated assembled steel reinforced concrete framework elevator shaft structure and its construction method |
| CN107381283B (en) * | 2017-09-01 | 2023-07-25 | 中山天达电梯科技有限公司 | Villa elevator with mortise and tenon structure |
| CN107724643A (en) * | 2017-09-26 | 2018-02-23 | 恒达富士电梯有限公司 | One kind installs elevator hoistways structure and installation method additional |
| CN207597605U (en) * | 2017-11-27 | 2018-07-10 | 海芙德建筑产品(上海)有限公司 | The connection structure of aluminium alloy elevator shaft column and crossbeam |
| CN107747387A (en) * | 2017-12-04 | 2018-03-02 | 三洋电梯(珠海)有限公司 | A kind of square steel tube and beam connecting structure |
| CN208413557U (en) * | 2018-05-28 | 2019-01-22 | 伊萨电梯有限公司 | A kind of elevator and its hoistway frame |
| CN109707140A (en) * | 2019-02-01 | 2019-05-03 | 陕西小溪机电科技有限公司 | A kind of new elevator shaft |
| CN109850716A (en) * | 2019-04-01 | 2019-06-07 | 苏州固源电梯部件有限公司 | A kind of elevator well frame structure being easily installed |
| CN110642121B (en) * | 2019-06-28 | 2024-05-24 | 黄民英 | Combined wall-attached elevator aluminum profile frame hoistway |
-
2019
- 2019-09-04 CN CN201910830036.5A patent/CN110642121B/en active Active
- 2019-09-04 CN CN201921456938.9U patent/CN211846780U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110642121A (en) * | 2019-06-28 | 2020-01-03 | 黄民英 | Combined type wall-attached elevator aluminum profile frame hoistway |
| CN110642121B (en) * | 2019-06-28 | 2024-05-24 | 黄民英 | Combined wall-attached elevator aluminum profile frame hoistway |
Also Published As
| Publication number | Publication date |
|---|---|
| CN110642121B (en) | 2024-05-24 |
| CN110642121A (en) | 2020-01-03 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN211846780U (en) | Combined type wall-attached elevator aluminum profile frame hoistway | |
| WO2019178905A1 (en) | Assembling structure for assembled steel structure building | |
| CN106149880A (en) | Use the assembling room of new architecture | |
| CN101245618A (en) | Two-side-connection combined steel plate shearing force wall | |
| CN1375030A (en) | Frameless building system | |
| US20060236627A1 (en) | Combination lift and anchor connector for fabricated wall and floor panels | |
| CN110593419A (en) | Assembled type through bolt unequal-height beam-square steel tube concrete column joint structure and manufacturing method | |
| KR20110088812A (en) | Curtain wall system | |
| CN107762161A (en) | A kind of energy-saving assembled system of steel residential structure and installation method | |
| CN106894504B (en) | Light assembled steel structure house and construction method thereof | |
| CN106988452B (en) | A kind of industrialization EPS modular wall panel system matched with assembled steel frame | |
| CN107558608B (en) | Lattice steel frame connecting node and construction method | |
| CN210238773U (en) | Adopt beam column connected node of high strength bolt assembly | |
| CN212562167U (en) | Built-in prefabricated external window-containing auxiliary frame wallboard module, node and house building | |
| CN114108831A (en) | Connection node of assembled external wall panel and installation and design method thereof | |
| CN210151911U (en) | Prefabricated light house | |
| CN112112273A (en) | Connecting piece | |
| CN206928429U (en) | A kind of steel construction board house of convenient disassembly | |
| CN210369641U (en) | Connection structure of assembled PC outer wall railing | |
| CN219509023U (en) | Assembled stair | |
| CN217602136U (en) | Assembly type building structure | |
| CN213953114U (en) | Assembled movable house | |
| CN219327204U (en) | Steel frame assembled light steel wire net rack mortar-perlite-polyphenyl enclosure wall | |
| CN220203612U (en) | Combined enclosing wall of cold-formed thin-wall steel | |
| CN212836243U (en) | Outer hanging prefabricated outer window containing auxiliary frame wallboard module, external wall panel and housing construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20201103 Termination date: 20210904 |