CN106760463B - For building the tool operating platform and vertical shaft wall construction method of vertical shaft wall - Google Patents
For building the tool operating platform and vertical shaft wall construction method of vertical shaft wall Download PDFInfo
- Publication number
- CN106760463B CN106760463B CN201611261244.0A CN201611261244A CN106760463B CN 106760463 B CN106760463 B CN 106760463B CN 201611261244 A CN201611261244 A CN 201611261244A CN 106760463 B CN106760463 B CN 106760463B
- Authority
- CN
- China
- Prior art keywords
- compression bar
- channel steel
- steel bracket
- vertical shaft
- wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Classifications
-
- 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
- E04G3/24—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons
- E04G3/246—Scaffolds essentially supported by building constructions, e.g. adjustable in height specially adapted for particular parts of buildings or for buildings of particular shape, e.g. chimney stacks or pylons following the inside contour of a building
-
- 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
- E04G3/20—Scaffolds essentially supported by building constructions, e.g. adjustable in height supported by walls
Abstract
The construction method of the tool operating platform and vertical shaft wall that the invention discloses a kind of for building vertical shaft wall, the operating platform includes: at vertical shaft hole along the short at least two channel steel brackets across direction setting and the scaffold board being layed on the channel steel bracket, one end of channel steel bracket with Core Walls Structure wall is detachable is fixedly connected, detachable be fixedly connected on of the other end of channel steel bracket is led on wall, every channel steel bracket is equipped with a compression bar for being pressed in scaffold board on channel steel bracket, one end of the compression bar is flexibly connected with one end of the channel steel bracket, the compression bar can be flexibly connected point rotation between compression bar and channel steel bracket, it is thusly-formed the firm tool operating platform for being used to build vertical shaft wall, the building construction of vertical shaft wall is set to go on smoothly.In addition, the tool operating platform for being used to build vertical shaft wall is detachable installation, therefore, circulation is carried out after can removing and is recycled, construction cost is effectively reduced.
Description
Technical field
The present invention relates to technical field of building construction, and in particular to a kind of tool operation for building vertical shaft wall is flat
Platform and vertical shaft wall construction method.
Background technique
In engineering construction, due to vertical hoistway abbreviation vertical shaft (such as smoke evacuation well, blowing shaft etc.) interior narrow space, take
If scaffold is inconvenient, influence is produced on the masonry of vertical shaft wall, it is extremely inconvenient not only to construct, and there are security risks.
Therefore, how safe operating platform is provided for vertical shaft building wall, make vertical shaft wall building construction smoothly,
Safety carries out being those skilled in the art's technical problem urgently to be resolved.
Summary of the invention
The tool operating platform and vertical shaft wall that the purpose of the present invention is to provide a kind of for building vertical shaft wall are applied
Work method can effectively improve the safety during vertical shaft wall building construction and convenience.
In order to solve the above technical problems, the invention provides the following technical scheme:
The invention discloses a kind of for building the tool operating platform of vertical shaft wall, comprising: the edge at vertical shaft hole
Short at least two channel steel brackets being arranged across direction and the scaffold board being layed on the channel steel bracket, the channel steel bracket
One end with Core Walls Structure wall is detachable is fixedly connected, detachable be fixedly connected on of the other end of the channel steel bracket leads wall
On, every channel steel bracket is equipped with one for the scaffold board to be pressed in the compression bar on the channel steel bracket, and the one of the compression bar
End is flexibly connected with one end of the channel steel bracket, and the compression bar can be flexibly connected point rotation between compression bar and channel steel bracket
Turn.
Preferably, the compression bar is arranged in parallel up and down with corresponding channel steel bracket and is connected by two compression bar buttons, institute
The both ends for stating channel steel bracket are respectively equipped with a compression bar button, and the both ends of the channel steel bracket are opened up respectively for corresponding compression bar button
The through-hole passed through, one end of the compression bar open up the through-hole passed through for the compression bar button, and by corresponding compression bar button with it is described
The corresponding end of channel steel bracket is flexibly connected, and the other end of the compression bar can extend into being pressed in scaffold board in another compression bar button
On channel steel bracket, one end of the compression bar is one end on the compression bar close to Core Walls Structure wall.
Preferably, the channel steel bracket uses 5# channel steel, the compression bar uses the square hollow section steel of 20mm*30mm, the pressure
Bar button usesRound steel.
Preferably, the channel steel bracket includes vertically connecting plate and once vertical connecting plate on a level board, one, institute
One end that vertical connecting plate is perpendicularly fixed at the level board is stated, the upper vertical connecting plate is fixed on by a screw rod through walls
On Core Walls Structure wall, the other end level of the level board be held on it is described lead on wall, the lower vertical connecting plate is fixedly connected
In the lower section of the level board, and the lower vertical connecting plate is fixed on the side for leading wall by a positioning screw.
Preferably, the both ends of the level board open up the through-hole passed through for the compression bar button.
The invention also discloses a kind of construction methods of vertical shaft wall, comprising:
Step 1: along short across direction at least two channel steel bracket of setting at vertical shaft hole, one end of the channel steel bracket is removable
The formula of unloading is fixed on Core Walls Structure wall, and the other end of the channel steel bracket is detachably secured to lead on wall, every channel steel bracket
It is equipped with a compression bar, one end of the compression bar is flexibly connected with one end of the channel steel bracket, and the compression bar can be around compression bar
It is flexibly connected point rotation between channel steel bracket, the setting spacing of the channel steel bracket is less than or equal to 1800mm, the channel steel
Bracket is less than or equal to 300mm at a distance from the side of hole;
Step 2: turning on the compression bar, scaffold board is set on channel steel bracket, between the scaffold board and Core Walls Structure wall
Distance be less than or equal to 150mm;
Step 3: going back to the compression bar, scaffold board is fixed on channel steel bracket using compression bar, formed for building vertical shaft
The tool operating platform of wall;
Step 4, construction personnel utilizes this for building the tool operating platform of vertical shaft wall, carries out the block of vertical shaft wall
Build construction;
Step 5, after the completion of this layer of vertical shaft wall construction, this is removed for building the tool operating platform of vertical shaft wall;
Step 6, step 1 is repeated to step 5, each layer vertical shaft wall of constructing from top to bottom, until all layers of vertical shaft wall are applied
Work finishes.
Preferably, the compression bar is arranged in parallel up and down with corresponding channel steel bracket and is connected by two compression bar buttons, institute
The both ends for stating channel steel bracket are respectively equipped with a compression bar button, and the both ends of the channel steel bracket are opened up respectively for corresponding compression bar button
The through-hole passed through, one end of the compression bar open up the through-hole passed through for the compression bar button, and by corresponding compression bar button with it is described
The corresponding end of channel steel bracket is flexibly connected, and the other end of the compression bar can extend into being pressed in scaffold board in another compression bar button
On channel steel bracket, one end of the compression bar is one end on the compression bar close to Core Walls Structure wall.
Preferably, the channel steel bracket uses 5# channel steel, the compression bar uses the square hollow section steel of 20mm*30mm, the pressure
Bar button usesRound steel.
Preferably, stating channel steel bracket includes vertically connecting plate and once vertical connecting plate on a level board, one, it is described
Upper vertical connecting plate is perpendicularly fixed at one end of the level board, and the upper vertical connecting plate is fixed on core by a screw rod through walls
On heart cylinder wall, the other end level of the level board be held on it is described lead on wall, the lower vertical connecting plate is fixedly connected on
The lower section of the level board, and the lower vertical connecting plate is fixed on the side for leading wall by a positioning screw.
Preferably, the both ends of the level board open up the through-hole passed through for the compression bar button.
Above-mentioned technical proposal can be seen that the invention has the following beneficial effects:
One, provided by the present invention for the tool operating platform of masonry vertical shaft wall, pass through and be arranged at vertical shaft hole
At least two channel steel brackets are laid with scaffold board on channel steel bracket, and scaffold board are fixed on channel steel bracket using compression bar, from
And the firm tool operating platform for being used to build vertical shaft wall is formed, a peace is provided for vertical shaft wall building construction
Full operation platform enables the building construction of vertical shaft wall to go on smoothly.In addition, this is used to build the tool of vertical shaft wall
Operating platform is detachable installation, therefore, circulation is carried out after can removing and is recycled, construction cost is effectively reduced.
Two, the construction method of vertical shaft wall provided by the invention, by the way that at least two channel steel branch are arranged at vertical shaft hole
Frame is laid with scaffold board on channel steel bracket, and scaffold board is fixed on channel steel bracket using compression bar, is consolidated to form one
For building the tool operating platform of vertical shaft wall, provide a safe operation platform for vertical shaft wall building construction,
The building construction of vertical shaft wall is set to go on smoothly.The setting spacing of the channel steel bracket is less than or equal to 1800mm, the slot
Steel bracket is less than or equal to 300mm at a distance from the side of hole, and the distance between the scaffold board and Core Walls Structure wall are less than or equal to
150mm can be further improved the stability and safety of operating platform.In addition, this is used to build the tool of vertical shaft wall
For operating platform due to being detachable installation, each layer vertical shaft wall of constructing from top to bottom can be convenient the dismounting of operating platform,
To be recycled.
Detailed description of the invention
In order to more clearly explain the embodiment of the invention or the technical proposal in the existing technology, to embodiment or will show below
There is attached drawing needed in technical description to be briefly described, it should be apparent that, the accompanying drawings in the following description is only this
Some embodiments of invention for those of ordinary skill in the art without creative efforts, can be with
Other attached drawings are obtained according to these attached drawings.
Fig. 1 is the floor plan for building the tool operating platform of vertical shaft wall.
Fig. 2 is that (i.e. the A-A of Fig. 1 is to signal for organigram for building the tool operating platform of vertical shaft wall
Figure).
Fig. 3 is the organigram after vertical shaft wall construction.
In figure: 1- vertical shaft wall, 2- channel steel bracket, 21- level board, the upper vertical connecting plate of 22-, 23- are once vertically connected
Plate, 3- scaffold board, 4- compression bar, 5- compression bar button, 6- Core Walls Structure wall, 7- lead wall, 8- screw rod through walls, 9- positioning screw.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiments are only a part of the embodiments of the present invention, instead of all the embodiments.It is based on
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts all other
Embodiment shall fall within the protection scope of the present invention.
Embodiment one
It please refers to Fig.1 to Fig.3, the present embodiment provides a kind of for building the tool operating platform of vertical shaft wall 1, wraps
It includes: along the short at least two channel steel brackets 2 across direction setting and the foot being layed on the channel steel bracket 2 at vertical shaft hole
Palm 3, one end of the channel steel bracket 2 with Core Walls Structure wall 6 is detachable is fixedly connected, the other end of the channel steel bracket 2
Detachable be fixedly connected on is led on wall 7, and every channel steel bracket 2 is equipped with one for the scaffold board 3 to be pressed in the channel steel
Compression bar on bracket 2, one end of the compression bar 4 are flexibly connected with one end of the channel steel bracket 2, and the compression bar 4 can be around pressure
Point rotation is flexibly connected between bar 4 and channel steel bracket 2.The quantity of the compression bar 4 is identical as the quantity of the channel steel bracket 2,
The length of the compression bar 4 determines that scaffold board 3 is pressed on the channel steel bracket 2 by the compression bar 4 according to the length of channel steel bracket 2,
The compression bar 4 by compression bar button 5 respectively with corresponding channel steel bracket 2 connect, that is to say, that the compression bar 4, scaffold board 3 and
Channel steel bracket 2 is set gradually from top to bottom, and the compression bar 4 is connected on corresponding channel steel bracket 2 by compression bar button 5.
By the way that at least two channel steel brackets 2 are arranged at vertical shaft hole, scaffold board 3 is laid on channel steel bracket 2, and will using compression bar 4
Scaffold board 3 is fixed on channel steel bracket 2, so that the firm tool operating platform for being used to build vertical shaft wall 1 is formed,
The operation platform of a safety is provided for 1 building construction of vertical shaft wall, the building construction of vertical shaft wall 1 is enable to go on smoothly.
In addition, the tool operating platform for being used to build vertical shaft wall 1 is detachable installation, therefore, carried out after can removing
Circulation is recycled, and construction cost is effectively reduced.
Preferably, in the present embodiment, the compression bar 4 is arranged in parallel with corresponding about 2 channel steel bracket and by two
Compression bar button 5 connects, and the both ends of the channel steel bracket 2 are respectively equipped with a compression bar button 5, the both ends difference of the channel steel bracket 2
The through-hole passed through for corresponding compression bar button 5 is opened up, one end of the compression bar 4 opens up the through-hole passed through for the compression bar button 5, described
One end of compression bar 4 is flexibly connected by corresponding compression bar button 5 with the corresponding end of the channel steel bracket 2, the other end of the compression bar 4
It can extend into scaffold board 3 being pressed on channel steel bracket 2 in another compression bar button 5, one end of the compression bar 3 is the compression bar 3
Upper one end close to Core Walls Structure wall, when being laid with scaffold board 3 on channel steel bracket 2, can first will described in another compression bar button 5 to
Outer side to overturn is rotated up compression bar 4 far from one end of Core Walls Structure wall 6, after being laid with scaffold board 3, by compression bar 4
Upper one end far from Core Walls Structure wall 6 rotates back on channel steel bracket 2, last inwardly to rotate another described compression bar button 5, so that institute
5 sets of another compression bar button upper one end far from Core Walls Structure wall 6 on compression bar is stated, so that compression bar and scaffold board 3 are fixed on
On channel steel bracket 2, to prevent scaffold board 3 in work progress from occurring slipping and falling out phenomenon, working security is improved.
In the present embodiment, in order to meet the required intensity of operating platform, the channel steel bracket 2 uses 5# channel steel;For
Improve the contact area of compression bar 4 and scaffold board 3, it is ensured that compression bar 4 is reliably fixed scaffold board 3, the use of compression bar 4
The square hollow section steel of 20mm*30mm, the through-hole passed through on compression bar 4 and channel steel bracket 2 for the ease of 4 mouthfuls of compression bar, the compression bar button 5 useRound steel, so that compression bar button 5 ties up to compression bar 4 on channel steel bracket 2 as cable wire.
Preferably, in the present embodiment, the channel steel bracket 2 include on a level board 21, one vertical connecting plate 22 and
Vertical connecting plate 23 once, the upper vertical connecting plate 22 are perpendicularly fixed at one end of the level board 21, described upper vertically to connect
Fishplate bar 22 is fixed on Core Walls Structure wall 6 by a screw rod 8 through walls, is connected using screw rod 8 through walls, is convenient for upper vertical connecting plate
22 separate with Core Walls Structure wall 6, the other end level of the level board 21 be held on it is described lead on wall 7, the lower vertical connection
Plate 23 is fixedly connected on the lower section of the level board 21, and the lower vertical connecting plate 23 is fixed on by a positioning screw 9 and is led
The side of wall 7 can not only fix down vertical connecting plate 23 using positioning screw 9, and can be in order to lower vertical connecting plate 23
With the separation for leading wall 7, the recycling of channel steel bracket 2 is realized.Using structure as above, so that one end top benefit of channel steel bracket 2
It is connect with screw rod 8 through walls with Core Walls Structure wall 6, the other end lower part of channel steel bracket 2 is consolidated using positioning screw 9 with 7 side of wall is led
It is fixed, channel steel bracket 2 and Core Walls Structure wall 6 not only can be improved and lead the connection reliability between wall 7, and slot can be improved
The bending resistance of steel bracket 2 to effectively improve its bearing capacity, and then improves working security.
Preferably, in the present embodiment, the both ends of the level board 21 open up the through-hole passed through for the compression bar button 5, from
And compression bar 4 is smoothly fixed on the level board 21 of channel steel bracket 2, further increase the safety of operating platform.
Embodiment two
It please refers to Fig.1 to Fig.3, present embodiments provides a kind of construction method of vertical shaft wall 1, using such as one institute of embodiment
That states is used to build the tool operating platform of vertical shaft wall 1, this method comprises:
Step 1: along short across direction at least two channel steel bracket 2 of setting at vertical shaft hole, one end of the channel steel bracket 2 can
It is detachably fixed on Core Walls Structure wall 6, the other end of the channel steel bracket 2 is detachably secured to lead on wall 7, every channel steel
Bracket 2 is equipped with a compression bar 4, and one end of the compression bar 4 is flexibly connected with one end of the channel steel bracket 2, and the compression bar energy
It is enough to be flexibly connected point rotation between compression bar 4 and channel steel bracket 2, in order to improve the stability and safety of operating platform, institute
The setting spacing for stating channel steel bracket 2 is less than or equal to 1800mm, and the channel steel bracket 2 is less than or equal to 300mm at a distance from the side of hole.
Step 2: turning on the compression bar 4, scaffold board 3, the scaffold board 3 and Core Walls Structure wall 6 are set on channel steel bracket 2
The distance between be less than or equal to 150mm, to prevent the construction sundries such as part from falling through this.
Step 3: going back to the compression bar 4, scaffold board 3 is fixed on channel steel bracket 2 using compression bar 4, formed for building
The tool operating platform of vertical shaft wall 1.
Step 4, construction personnel utilizes this for building the tool operating platform of vertical shaft wall 1, carries out vertical shaft wall 1
Building construction.
Step 5, it after the completion of this layer of vertical shaft wall 1 is constructed, removes this and is put down for building the tool operation of vertical shaft wall 1
Platform.
Step 6, step 1 is repeated to step 5, each layer vertical shaft wall 1 of constructing from top to bottom, until all layers of vertical shaft wall 1
Construction finishes.Since this is detachable installation for building the tool operating platform of vertical shaft wall 1, and apply from top to bottom
Each layer vertical shaft wall 1 of work, can be convenient the dismounting of operating platform, to be recycled.
Preferably, in the present embodiment, the quantity of the compression bar 4 is identical as the quantity of the channel steel bracket 2, the compression bar
4 are connected with corresponding channel steel bracket 2 by two compression bar buttons 5, and the both ends of the channel steel bracket 2 are opened up wears for the compression bar button 5
Through-hole more, one end on the compression bar 4 close to Core Walls Structure wall 6 open up the through-hole passed through for the compression bar button 5, the compression bar
It is rounded to detain 5, wherein a compression bar button 5 passes through the through-hole on compression bar 4 and channel steel bracket 2 close to Core Walls Structure wall 6, another
Compression bar button 5 pass through channel steel bracket 2 on another through-hole, on channel steel bracket 2 be laid with scaffold board 3 when, can first will it is described separately
One compression bar button 5 flips to the outside, and compression bar 4 is rotated up far from one end of Core Walls Structure wall 6, is being laid with foot hand
After plate 3, will be rotated back on channel steel bracket 2 on compression bar 4 far from one end of Core Walls Structure wall 6, last inwardly rotation it is described another
Compression bar button 5 so that described 5 sets of another compression bar button upper one end far from Core Walls Structure wall 6 on compression bar, thus by compression bar and
Scaffold board 3 is fixed on channel steel bracket 2, to prevent scaffold board 3 in work progress from occurring slipping and falling out phenomenon, improves construction peace
Quan Xing.
In the present embodiment, in order to meet the required intensity of operating platform, the channel steel bracket 2 uses 5# channel steel;For
Improve the contact area of compression bar 4 and scaffold board 3, it is ensured that compression bar 4 is reliably fixed scaffold board 3, the use of compression bar 4
The square hollow section steel of 20mm*30mm, the through-hole passed through on compression bar 4 and channel steel bracket 2 for the ease of 4 mouthfuls of compression bar, the compression bar button 5 useRound steel, so that compression bar button 5 ties up to compression bar 4 on channel steel bracket 2 as cable wire.
Preferably, in the present embodiment, the channel steel bracket 2 include on a level board 21, one vertical connecting plate 22 and
Vertical connecting plate 23 once, the upper vertical connecting plate 22 are perpendicularly fixed at one end of the level board 21, described upper vertically to connect
Fishplate bar 22 is fixed on Core Walls Structure wall 6 by a screw rod 8 through walls, is connected using screw rod 8 through walls, is convenient for upper vertical connecting plate
22 separate with Core Walls Structure wall 6, the other end level of the level board 21 be held on it is described lead on wall 7, the lower vertical connection
Plate 23 is fixedly connected on the lower section of the level board 21, and the lower vertical connecting plate 23 is fixed on by a positioning screw 9 and is led
The side of wall 7 can not only fix down vertical connecting plate 23 using positioning screw 9, and can be in order to lower vertical connecting plate 23
With the separation for leading wall 7, the recycling of channel steel bracket 2 is realized.Using structure as above, so that one end top benefit of channel steel bracket 2
It is connect with screw rod 8 through walls with Core Walls Structure wall 6, the other end lower part of channel steel bracket 2 is consolidated using positioning screw 9 with 7 side of wall is led
It is fixed, channel steel bracket 2 and Core Walls Structure wall 6 not only can be improved and lead the connection reliability between wall 7, and slot can be improved
The bending resistance of steel bracket 2 to effectively improve its bearing capacity, and then improves working security.
Preferably, in the present embodiment, the both ends of the level board 21 open up the through-hole passed through for the compression bar button 5, from
And compression bar 4 is smoothly fixed on the level board 21 of channel steel bracket 2, further increase the safety of operating platform.
To sum up, the construction method of vertical shaft wall 1 provided by the invention, by the way that at least two channel steels are arranged at vertical shaft hole
Bracket 2 is laid with scaffold board 3 on channel steel bracket 2, and scaffold board 3 is fixed on channel steel bracket 2 using compression bar 4, to be formed
One firm tool operating platform for being used to build vertical shaft wall 1 provides a safety for 1 building construction of vertical shaft wall
Operation platform enables the building construction of vertical shaft wall 1 to go on smoothly.The setting spacing of the channel steel bracket 2 is less than or equal to
1800mm, the channel steel bracket 2 is less than or equal to 300mm at a distance from the side of hole, between the scaffold board 3 and Core Walls Structure wall 6
Distance be less than or equal to 150mm, can be further improved the stability and safety of operating platform.Further, since this is used to build
The tool operating platform for building vertical shaft wall 1 is detachable installation, and each layer vertical shaft wall 1 of constructing from top to bottom, can be with
Facilitate the dismounting of operating platform, to be recycled.
The present invention is described in detail above, specific case used herein is to the principle of the present invention and embodiment party
Formula is expounded, and the above description of the embodiment is only used to help understand the method for the present invention and its core ideas;Meanwhile it is right
In those of ordinary skill in the art, according to the thought of the present invention, change is had in specific embodiments and applications
Place, in conclusion the contents of this specification are not to be construed as limiting the invention.
Claims (9)
1. a kind of for building the tool operating platform of vertical shaft wall characterized by comprising at vertical shaft hole along it is short across
At least two channel steel brackets of direction setting and the scaffold board being layed on the channel steel bracket, one end of the channel steel bracket
With Core Walls Structure wall is detachable is fixedly connected, detachable be fixedly connected on of the other end of the channel steel bracket is led on wall, often
Root channel steel bracket is equipped with one for the scaffold board to be pressed in the compression bar on the channel steel bracket, one end of the compression bar and institute
The one end for stating channel steel bracket is flexibly connected, and the compression bar can be flexibly connected point rotation, institute between compression bar and channel steel bracket
It states compression bar to be arranged in parallel with corresponding channel steel bracket and connect by two compression bar buttons up and down, the both ends difference of the channel steel bracket
Equipped with a compression bar button, the both ends of the channel steel bracket open up the through-hole passed through for corresponding compression bar button, the compression bar respectively
One end open up the through-hole passed through for the compression bar button, and pass through the corresponding end activity of corresponding compression bar button and the channel steel bracket
Connection, the other end of the compression bar can extend into scaffold board being pressed on channel steel bracket in another compression bar button, the compression bar
One end be the compression bar on close to Core Walls Structure wall one end.
2. according to claim 1 for building the tool operating platform of vertical shaft wall, which is characterized in that the channel steel
Bracket uses 5# channel steel, and the compression bar uses the square hollow section steel of 20mm*30mm, and the compression bar button usesRound steel.
3. according to claim 1 for building the tool operating platform of vertical shaft wall, which is characterized in that the channel steel
Bracket is including connecting plate vertical on a level board, one and once vertical connecting plate, the upper vertical connecting plate are perpendicularly fixed at
One end of the level board, the upper vertical connecting plate are fixed on Core Walls Structure wall by a screw rod through walls, the level board
Other end level be held on it is described lead on wall, the lower vertical connecting plate is fixedly connected on the lower section of the level board, and institute
It states lower vertical connecting plate and is fixed on the side for leading wall by a positioning screw.
4. according to claim 3 for building the tool operating platform of vertical shaft wall, which is characterized in that the level
The both ends of plate open up the through-hole passed through for the compression bar button.
5. a kind of construction method of vertical shaft wall characterized by comprising
Step 1: along short across direction at least two channel steel bracket of setting at vertical shaft hole, one end of the channel steel bracket is detachable
It is fixed on Core Walls Structure wall, the other end of the channel steel bracket is detachably secured to lead on wall, sets on every channel steel bracket
There is a compression bar, one end of the compression bar is flexibly connected with one end of the channel steel bracket, and the compression bar can be around compression bar and slot
Flexible connection point rotation between steel bracket, the setting spacing of the channel steel bracket are less than or equal to 1800mm, the channel steel bracket
With at a distance from the side of hole be less than or equal to 300mm;
Step 2: turn on the compression bar, scaffold board be set on channel steel bracket, between the scaffold board and Core Walls Structure wall away from
From less than or equal to 150mm;
Step 3: going back to the compression bar, scaffold board is fixed on channel steel bracket using compression bar, formed for building vertical shaft wall
Tool operating platform;
Step 4, construction personnel utilizes this for building the tool operating platform of vertical shaft wall, and the masonry for carrying out vertical shaft wall is applied
Work;
Step 5, after the completion of this layer of vertical shaft wall construction, this is removed for building the tool operating platform of vertical shaft wall;
Step 6, step 1 is repeated to step 5, each layer vertical shaft wall of constructing from top to bottom, until all layers of vertical shaft wall construction are complete
Finish.
6. the construction method of vertical shaft wall according to claim 5, which is characterized in that the compression bar and corresponding channel steel branch
Frame is arranged in parallel up and down and buckles connection by two compression bars, and the both ends of the channel steel bracket are respectively equipped with a compression bar button, institute
The both ends for stating channel steel bracket open up the through-hole passed through for corresponding compression bar button respectively, and one end of the compression bar is opened up for the compression bar
Detain the through-hole that passes through, and be flexibly connected by corresponding compression bar button with the corresponding end of the channel steel bracket, the compression bar it is another
End can extend into scaffold board being pressed on channel steel bracket in another compression bar button, and one end of the compression bar is to lean on the compression bar
One end of nearly Core Walls Structure wall.
7. the construction method of vertical shaft wall according to claim 5, which is characterized in that the channel steel bracket uses 5# slot
Steel, the compression bar use the square hollow section steel of 20mm*30mm, and the compression bar button usesRound steel.
8. the construction method of vertical shaft wall according to claim 5, which is characterized in that the channel steel bracket includes one horizontal
Plate, vertical connecting plate and once vertical connecting plate, the upper vertical connecting plate are perpendicularly fixed at the one of the level board on one
End, the upper vertical connecting plate are fixed on Core Walls Structure wall by a screw rod through walls, and the other end level of the level board is put
It is led on wall described in being placed in, the lower vertical connecting plate is fixedly connected on the lower section of the level board, and the lower vertical connecting plate
The side for leading wall is fixed on by a positioning screw.
9. the construction method of vertical shaft wall according to claim 8, which is characterized in that the both ends of the level board open up confession
The through-hole that the compression bar button passes through.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201611261244.0A CN106760463B (en) | 2016-12-30 | 2016-12-30 | For building the tool operating platform and vertical shaft wall construction method of vertical shaft wall |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201611261244.0A CN106760463B (en) | 2016-12-30 | 2016-12-30 | For building the tool operating platform and vertical shaft wall construction method of vertical shaft wall |
Publications (2)
Publication Number | Publication Date |
---|---|
CN106760463A CN106760463A (en) | 2017-05-31 |
CN106760463B true CN106760463B (en) | 2019-02-22 |
Family
ID=58953847
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201611261244.0A Active CN106760463B (en) | 2016-12-30 | 2016-12-30 | For building the tool operating platform and vertical shaft wall construction method of vertical shaft wall |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN106760463B (en) |
Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2337241Y (en) * | 1998-07-23 | 1999-09-08 | 金美华 | Fixing support |
CN202401775U (en) * | 2011-11-24 | 2012-08-29 | 中国华冶科工集团有限公司 | Safety protection platform for elevator shaft |
CN203846780U (en) * | 2014-04-25 | 2014-09-24 | 中天建设集团有限公司 | Semi-automatic lifting type operating platform device |
CN204199655U (en) * | 2014-11-03 | 2015-03-11 | 北京城建北方建设有限责任公司 | Overturn-preventing can turnover tool formula elevator hoistway construction platform |
CN104806001A (en) * | 2015-04-22 | 2015-07-29 | 中国十七冶集团有限公司 | Safety operation platform for sliding and lifting of elevator shaft guide rail and construction method |
CN105201195A (en) * | 2015-02-10 | 2015-12-30 | 中建四局第三建筑工程有限公司 | Liftable supporting leg type elevator shaft construction platform and method |
-
2016
- 2016-12-30 CN CN201611261244.0A patent/CN106760463B/en active Active
Patent Citations (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN2337241Y (en) * | 1998-07-23 | 1999-09-08 | 金美华 | Fixing support |
CN202401775U (en) * | 2011-11-24 | 2012-08-29 | 中国华冶科工集团有限公司 | Safety protection platform for elevator shaft |
CN203846780U (en) * | 2014-04-25 | 2014-09-24 | 中天建设集团有限公司 | Semi-automatic lifting type operating platform device |
CN204199655U (en) * | 2014-11-03 | 2015-03-11 | 北京城建北方建设有限责任公司 | Overturn-preventing can turnover tool formula elevator hoistway construction platform |
CN105201195A (en) * | 2015-02-10 | 2015-12-30 | 中建四局第三建筑工程有限公司 | Liftable supporting leg type elevator shaft construction platform and method |
CN104806001A (en) * | 2015-04-22 | 2015-07-29 | 中国十七冶集团有限公司 | Safety operation platform for sliding and lifting of elevator shaft guide rail and construction method |
Also Published As
Publication number | Publication date |
---|---|
CN106760463A (en) | 2017-05-31 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN106013774B (en) | A kind of sliding formwork flexibility platform device for being suitble to dispatch | |
CN106760463B (en) | For building the tool operating platform and vertical shaft wall construction method of vertical shaft wall | |
GB2529470A (en) | Climbing screen support | |
CN105347142B (en) | A kind of building hoist is mounted on the threading installation method on basement roof | |
CN204782013U (en) | Construction scene platform of unloading | |
CN207776470U (en) | A kind of building side column protective platform | |
CN212224705U (en) | Horizontal protective structure of elevator shaft opening in building construction process | |
CN205329640U (en) | " T " supports symmetrical sliding formwork construction structures | |
CN104110131B (en) | A kind of wall structure post hollow concrete formwork | |
CN207513146U (en) | Shear wall outrigger drawknot structure | |
CN205382718U (en) | Sparse passway for escaping of steel platform die carrier system | |
CN201826545U (en) | Safety fire protection system device for core tube construction of super high-rise building | |
CN208363666U (en) | It is a kind of for build face side construction safety protection frame | |
CN210976551U (en) | External hanging protective frame | |
CN207863435U (en) | A kind of safe Hanging Basket applied to building construction | |
CN206591804U (en) | A kind of new bridge plate on construction site | |
CN206636151U (en) | Building builds frame | |
CN207348787U (en) | One kind maintenance cat ladder platform | |
CN110528849A (en) | A kind of aerial operation Platforms Construct Method of Super | |
CN205894637U (en) | Instrument formula aerial working platform | |
CN207499418U (en) | Rotary and telescopic platform support mechanism on creeping formwork | |
CN215439363U (en) | Tower crane safety channel with protective device | |
CN215368654U (en) | Building outrigger safety protective guard | |
CN209637189U (en) | Detachable kiln tail frame structure | |
CN208039789U (en) | Parapet construction operation platform |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |