CN113863651A - Can have enough to meet need and exempt from pre-buried climbing frame and attach wall support - Google Patents

Can have enough to meet need and exempt from pre-buried climbing frame and attach wall support Download PDF

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Publication number
CN113863651A
CN113863651A CN202111211039.4A CN202111211039A CN113863651A CN 113863651 A CN113863651 A CN 113863651A CN 202111211039 A CN202111211039 A CN 202111211039A CN 113863651 A CN113863651 A CN 113863651A
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CN
China
Prior art keywords
locking
bearing span
beams
wall
climbing frame
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.)
Granted
Application number
CN202111211039.4A
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Chinese (zh)
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CN113863651B (en
Inventor
杨金龙
董睿
黄永飞
何亚敏
浦磊
田清元
栗浩羽
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China Construction Eighth Engineering Division Co Ltd
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China Construction Eighth Engineering Division Co Ltd
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Priority to CN202111211039.4A priority Critical patent/CN113863651B/en
Publication of CN113863651A publication Critical patent/CN113863651A/en
Application granted granted Critical
Publication of CN113863651B publication Critical patent/CN113863651B/en
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    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
    • E04G5/046—Means for fastening, supporting, or bracing scaffolds on or against building constructions for fastening scaffoldings on walls
    • 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
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • 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
    • E04G5/00—Component parts or accessories for scaffolds
    • E04G5/007—Devices and methods for erecting scaffolds, e.g. automatic scaffold erectors
    • 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
    • E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
    • E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
    • E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

The invention discloses a turnover embedding-free climbing frame wall-attached support, which is characterized in that a locking frame capable of transversely stretching is adopted to adapt to single-beam structures with different widths, and the locking frame straddles on the single beam to install a wall-attached support body on the outer side of a building structure, so that the climbing frame can be installed on the outer side of the building structure in an embedding-free manner, the climbing frame lifting construction efficiency is improved, building materials are prevented from being embedded in the building structure, and the engineering construction cost is reduced. The invention solves the problems that the construction is complicated and the resources are wasted because the embedded parts are embedded in the building structure to be connected with the wall-attached support in the conventional climbing frame.

Description

Can have enough to meet need and exempt from pre-buried climbing frame and attach wall support
Technical Field
The invention relates to the technical field of building construction, in particular to a turnover pre-embedded-free climbing frame wall-attached support.
Background
Climbing frame is often used for super high-rise building construction, in the work progress, need be connected with every layer of building structure through modes such as pre-buried screw rod or support, and the built-in fitting installation work is more complicated, and can consume more material.
Disclosure of Invention
In order to overcome the defects in the prior art, the climbing frame wall-attached support capable of being circulated and free of embedding is provided so as to solve the problems that the construction is complicated and resources are wasted due to the fact that the embedded parts are embedded in a building structure to be connected with the wall-attached support.
For realizing above-mentioned purpose, provide one kind and can have enough to meet need and exempt from pre-buried frame of climbing to attach wall support, building structure includes the multilayer monospar, and the multilayer monospar sets up along vertical direction interval, and can have enough to meet need and exempt from pre-buried frame of climbing to attach wall support to include:
a wall-attached support body; and
the locking frame comprises two opposite bearing span beams, the bearing span beams are arranged at the top of the single beam and span over the single beam, the outer ends of the two bearing span beams, which are close to the outer side of the single beam, extend to the outer side of the single beam and are connected with a first connecting beam, the inner end of the bearing span beam far away from the outer side of the single beam is provided with a socket hole channel, the socket hole channel is movably inserted with an inserting beam, the bearing span beam is provided with a locking piece for locking the inserting beam, the inserting beam extends to the inner side of the single beam, a second connecting beam is connected between the inserting beams in the bearing span beam socket hole, the outer end of the bearing span beam is connected with a first clamping column pressed against the outer side of the single beam, the inserting beam is connected with a second clamping column which is pressed against the inner side of the single beam, and two opposite sides of the wall attaching support body are respectively detachably connected with the first clamping columns of the two bearing cross beams.
Furthermore, the first connecting beam is connected to the upper parts of the outer ends of the two bearing span beams, and the first clamping column is connected to the lower part of the outer end of the bearing beam.
Furthermore, a third connecting beam is connected between the second clamping columns of the two insertion beams.
Furthermore, a plurality of first locking holes penetrating through the socket hole channel are formed in the inner end of the bearing span beam, the first locking holes are arranged at intervals along the length direction of the socket hole channel, a plurality of second locking holes are formed in the inserting beam, the second locking holes are arranged at intervals along the length direction of the inserting beam, and the locking piece is detachably inserted into one first locking hole and one second locking hole of which the position corresponds to the first locking hole.
Furthermore, a tie rod is connected between the locking pieces on the two bearing span beams.
Furthermore, the locking piece and the tie rod are formed into an integral screw, one end of the screw is connected with a pressing flange plate pressed against the opposite side of one bearing span beam, and the other end of the screw is screwed with a screw part pressed against the opposite side of the other bearing span beam.
The turnover pre-embedding-free climbing frame wall-attached support has the advantages that the turnover pre-embedding-free climbing frame wall-attached support adapts to single-beam structures with different widths through the locking frame capable of transversely stretching, and the locking frame straddles on the single beam to install the wall-attached support body on the outer side of a building structure, so that the climbing frame can be installed on the outer side of the building structure in a pre-embedding-free manner, the climbing frame lifting construction efficiency is improved, building materials are prevented from being pre-embedded in the building structure, and the engineering construction cost is reduced.
Drawings
Other features, objects and advantages of the present application will become more apparent upon reading of the following detailed description of non-limiting embodiments thereof, made with reference to the accompanying drawings in which:
fig. 1 is a schematic structural view of a revolving and pre-burying-free climbing frame wall-attached support according to an embodiment of the present invention.
Fig. 2 is a schematic structural diagram of a connection node between a locking frame and a single beam according to an embodiment of the present invention.
FIG. 3 is a front view of a locking frame of an embodiment of the present invention.
FIG. 4 is a top view of a locking frame of an embodiment of the present invention.
FIG. 5 is a left side view of a locking frame of an embodiment of the present invention.
Detailed Description
The present application will be described in further detail with reference to the following drawings and examples. It is to be understood that the specific embodiments described herein are merely illustrative of the relevant invention and not restrictive of the invention. It should be noted that, for convenience of description, only the portions related to the present invention are shown in the drawings.
It should be noted that the embodiments and features of the embodiments in the present application may be combined with each other without conflict. The present application will be described in detail below with reference to the embodiments with reference to the attached drawings.
Referring to fig. 1, the building structure includes a multi-story structure, each having a single beam 3. The multi-layer single beams 3 are arranged at intervals along the vertical direction.
With continued reference to fig. 1 to 5, the present invention provides a revolving and pre-burying-free wall-attached support for a climbing frame, comprising: the wall-attached support comprises a wall-attached support body 1 and a locking frame 2.
The locking frame is installed on the monospar, attaches the outside that wall support body 1 linked has the locking frame, climbs the frame 4 and installs in attaching wall support body 1.
Specifically, the locking frame 2 includes two load-bearing bridge beams 21, a first connecting beam 22, a plug beam 23, a locking member 24, a second connecting beam 26, a first clamping column 27 and a second clamping column 28.
Wherein the two load-bearing bridge beams 21 are oppositely arranged. Each load-bearing bridge 21 rests on top of the single beam 3, and the load-bearing bridges 21 span above the single beam 3. The load-bearing span 21 has opposite inner and outer ends. The outer end of the load-bearing bridge 21 extends outside the outer side of the mono-beam.
The outer ends of the two bearing span beams 21 close to the outer side of the single beam 3 extend to the outer side of the single beam 3, and the outer ends of the two bearing span beams 21 are connected with a first connecting beam 22.
The inner end of the load-bearing span beam 21, which is remote from the outer side of the single beam 3, is formed with a socket channel. The socket channel and the bearing span beam are coaxially arranged. The spigot-and-socket passage is movably inserted with a spigot-and-socket beam 23. The load-bearing bridge 21 is fitted with a locking member 24. The locking member 24 is used to lock the plug beam 23. The plug-in beams 23 extend to the inner side of the mono beam 3. A second connecting beam 26 is connected between the plug beams 23 in the socket channels of the bearing span beam 21. A first clamping post 27 is attached to the outer end of each load-bearing bridge 21. The first clamping stud 27 presses against the outside of the monospar 3. A second clamping post 28 is attached to each plug beam 23. The second clamping stud 28 presses against the inner side of the monospar 3. Two opposite sides of the wall-attached support body 1 are respectively detachably connected to the first clamping columns 27 of the two bearing cross beams 21.
As a better implementation mode, the first clamping columns of the two bearing span beams are connected with a connecting plate, and the wall-attached support body is installed on the connecting plate through bolts.
In this embodiment, the first connecting beam 22 is connected to the upper part of the outer ends of the two load-bearing bridge beams 21. A first clamping column 27 is attached to the lower part of the outer end of the carrier beam.
In a preferred embodiment, a third connecting beam 29 is connected between the second clamping columns 28 of the two insertion beams 23.
In this embodiment, the load-bearing span beam, the inserting beam, the first clamping column, and the second clamping column are respectively square beams or columns, that is, the cross section of the beams or columns is rectangular.
As a preferred embodiment, the inner end of the bearing span beam 21 is provided with a plurality of first locking holes penetrating through the socket hole channel. The first lock holes are arranged at intervals along the length direction of the socket hole channel. The insertion beam 23 is provided with a plurality of second locking holes. The plurality of second locking holes are arranged at intervals along the length direction of the insertion beam 23. The locking member 24 is detachably inserted into a first locking hole and a second locking hole corresponding to the first locking hole.
In this embodiment, a tie bar 25 is connected between the locking elements 24 on the two load-bearing bridge members 21. The locking member 24 and the tie rod 25 are formed as an integrally formed screw. One end of the screw rod is connected with a pressing flange plate. The pressing flange plate presses against the opposite side of a load-bearing bridge 21. The other end of the screw is screwed with a screw part. The screw is pressed against the opposite side of the other load-bearing bridge 21.
The turnover embedding-free climbing frame wall-attached support can be provided with the locking frame capable of transversely stretching to adapt to single-beam structures with different widths, and the locking frame straddles on the single beam to install the wall-attached support body on the outer side of a building structure, so that the climbing frame can be installed on the outer side of the building structure without embedding, the climbing frame lifting construction efficiency is improved, building materials are prevented from being embedded in the building structure, and the engineering construction cost is reduced.
The construction method of the recyclable and pre-embedded-free climbing frame wall-attached support comprises the following steps:
s1, adjusting the distance between the first clamping column and the second clamping column by adjusting the depth of the inserting beam inserted into the socket channel, so that the distance between the first clamping column and the second clamping column is adaptive to the width of the single beam, spanning the bearing span beam on the single beam, and clamping the first clamping column and the second clamping column on the single beam;
s2, aligning bolt holes of the connecting plates of the two first clamping columns with bolt holes of the wall-attached support body, screwing bolts and checking reliability;
and S3, screwing the unloading supporting device of the wall-attached support to the supporting climbing frame.
S4, after the climbing frame lifting operation is completed, the unloading jacking device is loosened;
s5, removing the connecting bolts of the connecting plate and the wall-attached support body to separate the wall-attached support body from the connecting plate;
and S6, pulling the plug-in beam out of the socket channel, and taking the locking frame off the single beam.
The above description is only a preferred embodiment of the application and is illustrative of the principles of the technology employed. It will be appreciated by a person skilled in the art that the scope of the invention as referred to in the present application is not limited to the embodiments with a specific combination of the above-mentioned features, but also covers other embodiments with any combination of the above-mentioned features or their equivalents without departing from the inventive concept. For example, the above features may be replaced with (but not limited to) features having similar functions disclosed in the present application.

Claims (6)

1. The utility model provides a can have enough to meet need exempt from pre-buried frame of climbing to attach wall support, its characterized in that, building structure include the multilayer monospar, and the multilayer monospar sets up along vertical direction interval, and can have enough to meet need to avoid pre-buried frame of climbing to attach wall support includes:
a wall-attached support body; and
the locking frame comprises two opposite bearing span beams, the bearing span beams are arranged at the top of the single beam and span over the single beam, the outer ends of the two bearing span beams, which are close to the outer side of the single beam, extend to the outer side of the single beam and are connected with a first connecting beam, the inner end of the bearing span beam far away from the outer side of the single beam is provided with a socket hole channel, the socket hole channel is movably inserted with an inserting beam, the bearing span beam is provided with a locking piece for locking the inserting beam, the inserting beam extends to the inner side of the single beam, a second connecting beam is connected between the inserting beams in the bearing span beam socket hole, the outer end of the bearing span beam is connected with a first clamping column pressed against the outer side of the single beam, the inserting beam is connected with a second clamping column which is pressed against the inner side of the single beam, and two opposite sides of the wall attaching support body are respectively detachably connected with the first clamping columns of the two bearing cross beams.
2. The turnover embedding-free climbing frame wall-attached support seat as claimed in claim 1, wherein the first connecting beam is connected to the upper parts of the outer ends of the two bearing span beams, and the first clamping column is connected to the lower parts of the outer ends of the bearing span beams.
3. The turnover embedding-free climbing frame wall-attached support seat as claimed in claim 1, wherein a third connecting beam is connected between the second clamping columns of the two insertion beams.
4. The turnover embedding-free climbing frame wall-attached support seat as claimed in claim 1, wherein a plurality of first locking holes penetrating through the socket hole channel are formed in the inner end of the bearing span beam, the first locking holes are arranged at intervals along the length direction of the socket hole channel, a plurality of second locking holes are formed in the plug beam, the second locking holes are arranged at intervals along the length direction of the plug beam, and the locking piece is detachably inserted into the first locking hole and the second locking hole corresponding to the first locking hole.
5. The turnover embedding-free climbing frame wall-attached support seat as claimed in claim 2, wherein a tie rod is connected between the locking pieces on the two bearing span beams.
6. The turnover embedding-free climbing frame wall-attached support seat as claimed in claim 5, wherein the locking member and the tie rod are integrally formed screws, one end of each screw is connected with a pressing flange plate pressed against the opposite side of one bearing span beam, and the other end of each screw is screwed with a screw part pressed against the opposite side of the other bearing span beam.
CN202111211039.4A 2021-10-18 2021-10-18 Can have enough to meet need and exempt from pre-buried climbing frame and attach wall support Active CN113863651B (en)

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CN202111211039.4A CN113863651B (en) 2021-10-18 2021-10-18 Can have enough to meet need and exempt from pre-buried climbing frame and attach wall support

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Application Number Priority Date Filing Date Title
CN202111211039.4A CN113863651B (en) 2021-10-18 2021-10-18 Can have enough to meet need and exempt from pre-buried climbing frame and attach wall support

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CN113863651A true CN113863651A (en) 2021-12-31
CN113863651B CN113863651B (en) 2022-09-23

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Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999040274A1 (en) * 1998-02-03 1999-08-12 Skafcorp Pty. Limited Suspended scaffolding
CN109537866A (en) * 2018-12-12 2019-03-29 北京千引力科技发展有限公司 A kind of attachment type raise scaffold and its hanging method
CN212271563U (en) * 2020-05-06 2021-01-01 山东威泰重工科技有限公司 Attached lifting scaffold attaches wall and prevents weighing down mechanism
CN212388962U (en) * 2020-01-02 2021-01-22 河北盛卓建筑设备制造有限公司 Attached type lifting scaffold wall-attached support for bay window
CN113445726A (en) * 2021-07-26 2021-09-28 中建四局建设发展有限公司 Method for installing and debugging wall-attached support device of building facade climbing frame machine position

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1999040274A1 (en) * 1998-02-03 1999-08-12 Skafcorp Pty. Limited Suspended scaffolding
CN109537866A (en) * 2018-12-12 2019-03-29 北京千引力科技发展有限公司 A kind of attachment type raise scaffold and its hanging method
CN212388962U (en) * 2020-01-02 2021-01-22 河北盛卓建筑设备制造有限公司 Attached type lifting scaffold wall-attached support for bay window
CN212271563U (en) * 2020-05-06 2021-01-01 山东威泰重工科技有限公司 Attached lifting scaffold attaches wall and prevents weighing down mechanism
CN113445726A (en) * 2021-07-26 2021-09-28 中建四局建设发展有限公司 Method for installing and debugging wall-attached support device of building facade climbing frame machine position

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