CN212315254U - Wall-through bolt channel steel attaches wall seat structure - Google Patents
Wall-through bolt channel steel attaches wall seat structure Download PDFInfo
- Publication number
- CN212315254U CN212315254U CN202020519253.0U CN202020519253U CN212315254U CN 212315254 U CN212315254 U CN 212315254U CN 202020519253 U CN202020519253 U CN 202020519253U CN 212315254 U CN212315254 U CN 212315254U
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- Prior art keywords
- wall
- plate
- connecting plate
- channel steel
- bolt
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 56
- 239000010959 steel Substances 0.000 title claims abstract description 56
- 230000000149 penetrating effect Effects 0.000 claims description 7
- 238000005452 bending Methods 0.000 abstract description 2
- 230000002146 bilateral effect Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 11
- 238000000034 method Methods 0.000 description 3
- 238000009434 installation Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
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Abstract
The utility model provides a wear wall bolt channel-section steel and attach wall seat structure, attaches the body of wall seat including the channel-section steel, and the body includes the channel-section steel and attaches the wall pole connecting plate, and bilateral symmetry opens on the bottom plate has the wall bolt hole of wearing, wears fixed connection between the wall bolt hole and attaches the wall pole connecting plate, and the wall pole connecting plate is located the reentrant corner department that bottom plate and downside ledge plate-type become, attaches to open on the wall pole connecting plate have with attach the wall frame connecting hole that attaches the wall frame and be connected, and the width that attaches the wall pole connecting plate is greater than the width of groove. The utility model discloses a channel-section steel of bending makes for the main part, and its bulk strength is high, tensile strength is strong, overall stability is good, can be effectual in the solution job site because of the unable condition of installing the wall bolt of attaching the wall seat of the special position department that structure roof beam isotructure reason caused.
Description
Technical Field
The utility model relates to an attach wall frame structure, especially a wear wall bolt channel-section steel and attach wall frame structure.
Background
The wall-attached frame is used for connecting the building and the construction elevator guide rail frame so as to ensure the stability of the operation of the whole machine. The wall attaching frames are generally installed along the height of the guide rail frame at intervals of 3-10.5 m, and the specific installation distance is combined with the field condition and the characteristics of the elevator. The wall frame must be fixed to a solid building or steel structure. The force of the wall-attached frame on the building needs to be calculated. The connection mode between the wall attaching frame and the building has four types, which are respectively: the embedded part is connected with the embedded part on the wall and fixed by a through-wall bolt, and the embedded bolt is welded with the steel structure.
However, in the construction site, the wall-attached seat at the special position cannot be provided with the through-wall bolt due to structural reasons such as structural beams, so that the stability of the standard section of the construction elevator cannot be ensured, and the safety degree of the construction elevator in the running process cannot be ensured.
SUMMERY OF THE UTILITY MODEL
The utility model aims at providing a wear wall bolt channel-section steel attaches wall seat structure, the unable installation of attaching wall seat that has the special position department that causes because of structure roof beam isotructure reason in solving the job site wears the wall bolt to the stability of construction elevator standard festival, the technical problem of the safety degree in the unable construction elevator operation process can't be guaranteed.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
a wall-through bolt channel steel wall-attached seat structure comprises a channel steel wall-attached seat body, wherein the channel steel wall-attached seat body comprises a section of horizontal channel steel with an opening facing outwards and a vertical wall-attached rod connecting plate, the channel steel comprises a bottom plate, an upper side channel wall plate and a lower side channel wall plate, two horizontal wall-through bolt holes are symmetrically formed in the bottom plate in the left-right direction, a wall-attached rod connecting plate is fixedly connected between the wall-through bolt holes in the channel steel, the wall-attached rod connecting plate is a rectangular plate,
the wall attaching rod connecting plate is vertical to the bottom plate and the ledge plates, the height of the wall attaching rod connecting plate is smaller than the distance between the ledge plates, the wall attaching rod connecting plate is positioned at an internal corner formed by the bottom plate and the lower ledge plate, the inner side end surface of the wall attaching rod connecting plate is fixedly connected to the outer side of the bottom plate, the bottom side end surface of the wall attaching rod connecting plate is fixedly connected to the upper side of the lower ledge plate,
the wall-attached rod connecting plate is provided with a wall-attached frame connecting hole for connecting the wall-attached frame,
the width of the wall attaching rod connecting plate is larger than that of the groove side plate.
The wall-through bolt holes are elliptical holes, and the horizontal axes of the two wall-through bolt holes are equal in height.
The wall attaching frame connecting hole is a circular hole, and the center of the hole is flush with the outer edge of the groove side plate.
And the wall attaching rod connecting plate is provided with a chamfer at the position of the internal corner.
The wall-through bolt channel steel wall-attached base structure also comprises a structural longitudinal beam, a structural cross beam and a wall-attached frame connected with the wall-attached rod connecting plate, wherein the wall-attached frame comprises two wall-attached rods and a frame body fixedly connected between the wall-attached rods,
the structure longitudinal beam is provided with beam holes corresponding to the wall through bolt holes of the channel steel, and the wall through bolt holes are aligned to the beam holes and fixedly connected with the beam holes through wall through bolts.
And the rod end piece of the wall attaching rod is provided with a wall attaching rod hole, and the wall attaching rod hole is aligned with the wall attaching frame connecting hole and is fixedly connected with the wall attaching frame connecting bolt.
The rod end piece is a clamping plate.
The wall attaching frame comprises a first wall attaching rod and a second wall attaching rod,
the first wall attaching rod is fixedly connected with the structural longitudinal beam, the second wall attaching rod is located at a node position of the structural longitudinal beam and the structural cross beam, the wall penetrating bolt holes at the position are formed in the left side and the right side of the structural cross beam, and the wall penetrating bolts at the position are also located in the left side and the right side of the structural cross beam and penetrate through the structural longitudinal beam to be fixedly connected with the structural longitudinal beam.
Compared with the prior art the utility model has the following characteristics and beneficial effect:
the utility model discloses a channel-section steel of bending makes for the main part, and its bulk strength is high, tensile strength is strong, overall stability is good. The channel-section steel attaches the condition that the wall bolt can't be installed to attaching the wall seat of the special position department that can effectual solution job site caused because of structure reason such as structure roof beam, avoid under the special condition such as structure roof beam, fixed construction elevator attaches the wall bolt of wall, the position of wearing the wall bolt can freely design on the channel-section steel, guarantee to attach the wall pole connecting plate simultaneously and attach being connected of wall frame, and then guarantee the stability of construction elevator standard festival, improve the degree of safety of construction elevator operation in-process.
The utility model discloses can carry out opening and welding weldment according to on-the-spot actual conditions, consequently this kind of channel steel attaches the concrete application scope of wall seat wider, and applicable position department that meets the structure roof beam of various sizes in construction elevator need be under construction elevator standard festival and attaches wall position department.
Drawings
The present invention will be described in further detail with reference to the accompanying drawings.
Fig. 1 is a schematic perspective view of the present invention.
Fig. 2 is a schematic plan view of the structure of fig. 1.
Fig. 3 is a schematic cross-sectional structure of fig. 2.
Fig. 4 is a schematic view of a connection structure of the channel steel wall-attached base, the structural beam and the wall-attached frame.
Fig. 5 is a side view schematic of the structure of fig. 4.
Reference numerals: 1-channel steel, 11-bottom plate, 12-upper side channel side plate, 13-lower side channel side plate, 3-wall through bolt hole, 4-wall attaching rod connecting plate, 5-wall attaching frame connecting hole, 6-chamfer, 7-structural longitudinal beam, 8-structural cross beam, 9-wall attaching frame, 91-frame body, 92-rod end piece, 93-wall attaching rod hole, 94-first wall attaching rod, 95-second wall attaching rod, 10-wall through bolt and 14-wall attaching frame connecting bolt.
Detailed Description
The embodiment of the invention is shown in fig. 1-3, and the wall-through bolt channel steel wall-attached seat structure comprises a channel steel wall-attached seat body, wherein the body comprises a section of horizontal channel steel 1 with an outward opening and a vertical wall-attached rod connecting plate 4, the channel steel comprises a bottom plate 11, an upper ledge plate 12 and a lower ledge plate 13, two horizontal wall-through bolt holes 3 are symmetrically formed in the bottom plate 11 in the left-right direction, the wall-attached rod connecting plate 4 is fixedly connected between the wall-through bolt holes 3 in the channel steel, and the wall-attached rod connecting plate 4 is a rectangular plate.
The wall attaching rod connecting plate 4 is perpendicular to the bottom plate 11 and the ledge plates, the height of the wall attaching rod connecting plate 4 is smaller than the distance between the ledge plates, the wall attaching rod connecting plate is located at a reentrant corner formed by the bottom plate 11 and the lower ledge plate 13, the inner side end face of the wall attaching rod connecting plate 4 is fixedly connected to the outer side of the bottom plate 11, and the bottom side end face of the wall attaching rod connecting plate 4 is fixedly connected to the upper side of the lower ledge plate 13.
And the wall attaching rod connecting plate 4 is provided with a wall attaching frame connecting hole 5 for connecting a wall attaching frame, and the width of the wall attaching rod connecting plate 4 is larger than that of the groove side plate.
The wall-through bolt holes 3 are elliptical holes, and the horizontal axes of the two wall-through bolt holes 3 are equal in height.
The wall attaching frame connecting hole 5 is a circular hole, and the center of the hole is flush with the outer edge of the groove side plate.
And a chamfer 6 is arranged at the position of the internal corner of the wall-attached rod connecting plate 4.
The embodiment is shown in fig. 4-5, the wall-through bolt channel steel wall-attached base structure further comprises structural longitudinal beams 7, structural cross beams 8 and wall-attached frames 9 connected with the wall-attached rod connecting plates 4, and each wall-attached frame comprises two wall-attached rods and a frame body 91 fixedly connected between the wall-attached rods.
And beam holes are formed in the positions, corresponding to the wall through bolt holes of the channel steel, of the structural longitudinal beams 7, and the wall through bolt holes are aligned to the beam holes and are fixedly connected through wall through bolts 10.
And the rod end piece 92 of the wall attaching rod is provided with a wall attaching rod hole 93, and the wall attaching rod hole 93 is aligned with the wall attaching frame connecting hole 5 and is fixedly connected with the wall attaching frame connecting bolt 14.
The stem end piece 92 is a cleat.
The wall attaching frame comprises a first wall attaching rod 94 and a second wall attaching rod 95, the first wall attaching rod 94 is fixedly connected with the structural longitudinal beam 7, the second wall attaching rod 95 is located at a joint position of the structural longitudinal beam 7 and the structural cross beam 8, wall penetrating bolt holes in the positions are formed in the left side and the right side of the structural cross beam 8, and wall penetrating bolts 10 in the positions are also located in the left side and the right side of the structural cross beam 8, penetrate through the structural longitudinal beam 7 and are fixedly connected with the structural cross beam.
During actual manufacturing, selecting a bent channel steel with the length of 930mm, wherein the length value of the bent channel steel can be adjusted according to the size of a specific structural beam of an actual project, the strength grade of the bent channel steel is Q345, the size of the bent channel steel is 60mm multiplied by 160mm multiplied by 60mm, the thickness of the bent channel steel is 8mm, and the strength grade of the bent channel steel is selected according to the specific stress requirement of the actual project; an elliptical hole is formed in the position 90mm away from the left end of the channel steel, the specific size of the opening of the elliptical hole is an ellipse formed by two semicircles with the radius of 13mm and the length of 60mm, the position of the opening of the elliptical hole can be adjusted according to the position of a specific structural beam of an actual project, and the specific size of the opening can be adjusted according to the size of an actual wall-penetrating bolt; similarly, an elliptical hole is also formed at the position 90mm away from the right end of the channel steel; fully welding an 80X 80 steel plate at a position 565mm away from the left end of the channel steel to form a wall attaching rod connecting plate, wherein the position of the wall attaching rod connecting plate, which is fully welded on the channel steel, can be adjusted according to the position of a concrete wall attaching rod piece; a circular opening with the diameter of 26mm is formed in the wall attaching rod connecting plate and is used as a wall attaching frame connecting hole, the hole is used for being fixed with a wall attaching rod piece through a wall attaching frame connecting bolt, the position of the opening can be adjusted according to the actual requirements on the site, and the size of the opening can be adjusted according to the size of the fixing bolt; and finally, the channel steel and the wall attaching rod connecting plate can avoid the structural cross beam to fix the wall penetrating bolt on the structural longitudinal beam.
The connecting mode is selected according to the field situation, the bolts for connecting the wall-attached frame are high-strength bolts, 8.8 grades, whether the conditions such as loss, corrosion or thread damage exist or not must be checked carefully before use, if the conditions exist, the bolts cannot be used, the used mounting bolts must have the strength capable of bearing the force P, and the strength grade is not lower than the M24 bolts of 8.8 grades.
Claims (8)
1. The utility model provides a wall bolt channel-section steel attaches wall seat structure which characterized in that: the wall-attached seat comprises a body of a channel steel wall-attached seat, the body comprises a section of horizontal channel steel (1) with an opening facing outwards and a vertical wall-attached rod connecting plate (4), the channel steel comprises a bottom plate (11), an upper ledge plate (12) and a lower ledge plate (13), two horizontal wall-penetrating bolt holes (3) are symmetrically formed in the bottom plate (11) in the left-right direction, the wall-attached rod connecting plate (4) is fixedly connected between the wall-penetrating bolt holes (3) in the channel steel, the wall-attached rod connecting plate (4) is a rectangular plate,
the wall attaching rod connecting plate (4) is perpendicular to the bottom plate (11) and the ledge plates, the height of the wall attaching rod connecting plate (4) is smaller than the distance between the ledge plates, the wall attaching rod connecting plate is positioned at an internal corner formed by the bottom plate (11) and the lower ledge plate (13), the inner side end face of the wall attaching rod connecting plate (4) is fixedly connected to the outer side of the bottom plate (11), the bottom side end face of the wall attaching rod connecting plate (4) is fixedly connected to the upper side of the lower ledge plate (13),
and the wall attaching rod connecting plate (4) is provided with a wall attaching frame connecting hole (5) for connecting a wall attaching frame, and the width of the wall attaching rod connecting plate (4) is greater than that of the groove side plate.
2. The wall-through bolt channel steel attaches wall seat structure of claim 1 characterized in that: the wall through bolt holes (3) are elliptical holes, and the horizontal axes of the two wall through bolt holes (3) are equal in height.
3. The wall-through bolt channel steel attaches wall seat structure of claim 2 characterized in that: the wall attaching frame connecting hole (5) is a circular hole, and the center of the hole is flush with the outer edge of the groove side plate.
4. The wall-through bolt channel steel attaches wall seat structure of claim 1 characterized in that: and a chamfer (6) is arranged at the position of the internal corner of the wall-attached rod connecting plate (4).
5. The wall-through bolt channel steel attaches wall seat structure of any one of claims 1-4, characterized by: the wall-attached frame comprises two wall-attached rods and a frame body (91) fixedly connected between the wall-attached rods,
the structure longitudinal beam (7) is provided with beam holes corresponding to the wall through bolt holes of the channel steel, and the wall through bolt holes are aligned to the beam holes and are fixedly connected through wall through bolts (10).
6. The wall-through bolt channel steel attaches wall seat structure of claim 5, characterized in that: and the rod end piece (92) of the wall attaching rod is provided with a wall attaching rod hole (93), and the wall attaching rod hole (93) is aligned with the wall attaching frame connecting hole (5) and is fixedly connected with the wall attaching frame connecting bolt (14).
7. The wall-through bolt channel steel attaches wall seat structure of claim 6 characterized in that: the rod end piece (92) is a clamping plate.
8. The wall-through bolt channel steel attaches wall seat structure of claim 6 or 7, characterized in that: the wall attaching frame comprises a first wall attaching rod (94) and a second wall attaching rod (95),
the first wall attaching rod (94) is fixedly connected with the structural longitudinal beam (7), the second wall attaching rod (95) is located at the joint position of the structural longitudinal beam (7) and the structural cross beam (8), the wall penetrating bolt holes at the position are formed in the left side and the right side of the structural cross beam (8), and the wall penetrating bolts (10) at the position are also located in the left side and the right side of the structural cross beam (8) and penetrate through the structural longitudinal beam (7) to be fixedly connected with the structural longitudinal beam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020519253.0U CN212315254U (en) | 2020-04-10 | 2020-04-10 | Wall-through bolt channel steel attaches wall seat structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020519253.0U CN212315254U (en) | 2020-04-10 | 2020-04-10 | Wall-through bolt channel steel attaches wall seat structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212315254U true CN212315254U (en) | 2021-01-08 |
Family
ID=74020561
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020519253.0U Expired - Fee Related CN212315254U (en) | 2020-04-10 | 2020-04-10 | Wall-through bolt channel steel attaches wall seat structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212315254U (en) |
-
2020
- 2020-04-10 CN CN202020519253.0U patent/CN212315254U/en not_active Expired - Fee Related
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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: 20210108 |