CN106968442A - A kind of construction method of autoclaved lightweight sand aerated concrete batten partition wall - Google Patents
A kind of construction method of autoclaved lightweight sand aerated concrete batten partition wall Download PDFInfo
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- CN106968442A CN106968442A CN201710261419.6A CN201710261419A CN106968442A CN 106968442 A CN106968442 A CN 106968442A CN 201710261419 A CN201710261419 A CN 201710261419A CN 106968442 A CN106968442 A CN 106968442A
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- Prior art keywords
- batten
- partition wall
- aerated concrete
- construction method
- sand aerated
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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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
- E04G21/16—Tools or apparatus
- E04G21/167—Tools or apparatus specially adapted for working-up plates, panels or slab shaped building elements
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28D—WORKING STONE OR STONE-LIKE MATERIALS
- B28D1/00—Working stone or stone-like materials, e.g. brick, concrete or glass, not provided for elsewhere; Machines, devices, tools therefor
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B28—WORKING CEMENT, CLAY, OR STONE
- B28D—WORKING STONE OR STONE-LIKE MATERIALS
- B28D7/00—Accessories specially adapted for use with machines or devices of the preceding groups
- B28D7/02—Accessories specially adapted for use with machines or devices of the preceding groups for removing or laying dust, e.g. by spraying liquids; for cooling work
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- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66D—CAPSTANS; WINCHES; TACKLES, e.g. PULLEY BLOCKS; HOISTS
- B66D3/00—Portable or mobile lifting or hauling appliances
- B66D3/18—Power-operated hoists
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B66—HOISTING; LIFTING; HAULING
- B66F—HOISTING, LIFTING, HAULING OR PUSHING, NOT OTHERWISE PROVIDED FOR, e.g. DEVICES WHICH APPLY A LIFTING OR PUSHING FORCE DIRECTLY TO THE SURFACE OF A LOAD
- B66F15/00—Crowbars or levers
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- Engineering & Computer Science (AREA)
- Mechanical Engineering (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Geology (AREA)
- Mining & Mineral Resources (AREA)
- Civil Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of construction method of autoclaved lightweight sand aerated concrete batten partition wall, comprise the following steps：A, line setting；B, sheet material are installed in place；C, reserved chase；Characterized in that, when sheet material is installed in place, first obtaining the suspender and pry of following structure：Suspender includes the support body using scaffolding steel pipe and cruciform fastening for falsework on-site consolidation, and the both sides of support body, which respectively have to set up between a brace that is symmetrical and diagonally setting, the other end of two braces, is provided with hoist engine；Pry include ripping bar and be fixed on ripping bar lower end lever up portion；The steel wire rope of hoist engine on suspender is bundled in batten on the position of end；After startup hoist engine slings batten vertically, batten bottom is levered up using pry and installation site is moved to.The present invention has the labor intensity of reduction workman, improves the security and efficiency of construction of construction, can effectively prevent the bottom of batten to be damaged, and is conducive to improving construction quality, the advantages of improving operating environment.
Description
Technical field
The present invention relates to technical field of building construction, in particular to a kind of autoclaved lightweight sand aerated concrete batten partition wall
Construction method.
Background technology
Autoclaved lightweight sand aerated concrete batten is with cement, lime and sand（Flyash）For raw material, by high-pressure steaming and cultivating
And "dead", the free of contamination porous, inorganic environment friendly wall material being made, using autoclaved lightweight sand aerated concrete batten generation
For traditional air entrained concrete, the performances such as heat insulating and sound insulating, fire resistance, the water resistant permeability of wall are enhanced.Autoclaved lightweight sand
Air entrained concrete batten partition wall is in construction, it usually needs after first batten is erect, and moves again to installation site, completes wall
Install, then carry out fluting, the Holing work of hydropower installation.But, due to the length of autoclaved lightweight sand aerated concrete batten
Longer, usually 2~4 meters, heavier-weight is operated, easily generation batten overthrow accident according to artificial, and a common lifting
Put because volume is larger or heavier-weight, it is impossible to operated in floor gap；In addition, after batten is erect, it is also contemplated that how to facilitate
Batten is moved to installation site by ground, reduces the damage to batten, improves the construction quality of wall.
The content of the invention
For above-mentioned the deficiencies in the prior art, the technical problems to be solved by the invention are：It is light how a kind of steam pressure is provided
The construction method of matter sand aerated concrete batten partition wall, easily and reliably can erect batten, improve the security of construction, and
During mobile batten, the damage to batten is reduced, is conducive to improving the construction quality of wall.
In order to solve the above-mentioned technical problem, present invention employs following technical scheme：
A kind of construction method of autoclaved lightweight sand aerated concrete batten partition wall, comprises the following steps：A, line setting：According to work
Journey floor plan and live orientation axis determine the installation site line of batten partition wall, and bar is ejected respectively on ground and ceiling
The sideline of plate thickness direction both sides, as installation site line；B, sheet material are installed in place：Installation site is moved to after batten is erected,
Fixed temporarily with timber wedge in the upper and lower ends of batten；After batten is in place, U types card or list are installed according to the wall position line
To pipe clamp, and adjust perpendicularity and flatness；C, reserved chase：Pipeline position is carried out with moving towards on partition wall by design drawing
Slotted or burrowed after snap the line positioning；
Characterized in that, when sheet material is installed in place, using following steps：
A1, the suspender and pry for first obtaining following structure：The suspender includes spelling using scaffolding steel pipe and cruciform fastening for falsework scene
Respectively there are a brace that is symmetrical and diagonally setting, the upper end of the brace in the support body of dress, the both sides of the support body
Extend upwardly to fixed mount between the outside formation cantilever of the support body, the cantilever of two braces and be provided with horizontally disposed horizontal stroke
Bar, the height of the cross bar is more than the length of batten；Set up between the other end of two braces and hoist engine is installed, it is described
The guide device of steel wire rope for guiding hoist engine is installed on cross bar；The pry includes ripping bar and is fixed on the ripping bar
Lower end levers up portion；The portion of levering up includes horizontally disposed backing plate and is welded on the strut of the backing plate bottom, the support
Bar is located at the middle part of the backing plate；One end of the strut is weldingly fixed on the end of the ripping bar, and with the ripping bar in blunt
Angle is set；
A2, one end of batten is levered up using the pry obtained in the step A1 after, by the steel wire rope of the hoist engine on suspender
Batten is bundled on the position of end；After startup hoist engine slings batten vertically, batten bottom is levered up using pry
And it is moved to installation site.
In the above method, by using scaffolding steel pipe and the support body of cruciform fastening for falsework on-site consolidation suspender, it can solve to pass
Suspender unite because volume is larger or heavier-weight, and can not be moved between floor or lifting operation can not be carried out between floor
Problem.In addition, setting two inclined braces on support body, and cross bar is set up on the upper end cantilever of brace, can ensured
On the premise of cross bar is highly more than the length of batten, the height of support body is reduced, meanwhile, only when cross bar is highly more than the length of batten
Degree, just can guarantee that slinging that batten is erect completely.Further, because brace is obliquely installed, when higher at one end, the other end leads to
It is often relatively low, hoist engine is set up and is arranged on the relatively low one end of two braces, operative can be facilitated.After above-mentioned suspender,
Batten can be lifted by crane with convenient and reliable, reduce the labor intensity of workman, improve the security and efficiency of construction of construction.Again
Person, carries out levering up operation to batten, because the portion of levering up is provided with backing plate, steaming is levered up using the pry by the pry of said structure
When pressing lightweight sand aerated concrete batten, the contact area levered up between portion and batten is larger, scattered to lever up suffered by the sheet material of position
Stress, it is to avoid sheet material is extruded breakage, can effectively prevent the bottom of batten to be damaged, and be conducive to improving construction quality.
Further, the guide device in the step A1 is the fixed pulley on the cross bar.
Due to fixed pulley can rotation, when lifting by crane batten, the steel wire of hoist engine is moved along the chute of fixed pulley so that fixed
Pulley is relative to be rolled on steel wire, it is possible to prevente effectively from the abrasion of chute, is conducive to improving service life.
Further, the support body in the step A1 is additionally provided with balancing weight away from the side of the cross bar.
So, balancing weight is set away from the side of cross bar in support body, it is possible to use lever principle, balance batten applies
Power, it is to avoid support body unstability, advantageously ensures that construction safety, improves the stability of support body.
Further, the bottom of the support body in the step A1 is additionally provided with the universal wheel of locking pedal.
So, mounting hanger can be moved to behind the position to be installed of batten, or lifting, batten is moved to and waits to pacify
Holding position, reduces the distance subsequently prized and removed, and advantageously reduces the labor intensity of workman, improves the efficiency of work.
Further, the lower end of the ripping bar in the step A1 also has the rib welded side by side, the rib position
In the ripping bar close to the side of the backing plate, the lower end of the rib is welded on the strut.
Using said structure, welding sets rib between the bottom of ripping bar and strut, is conducive to improving ripping bar and strut
Between bonding strength, increase pry use reliability, extend pry service life.
Further, the bottom of the backing plate in the step A1 is also welded with horizontal bar, the horizontal bar and the strut
It is perpendicular, and it is symmetrically distributed in the both sides of the strut.
Using said structure, the backing plate intensity of strut both sides can be increased, it is to avoid batten levers up rear left right avertence tiltedly, damages pad by pressure
Plate.Be conducive to improving the service life of pry, improve the security of construction.
Further, the bottom of the backing plate in the step A1 has along away from described away from the side of the ripping bar
The direction of ripping bar is acclivitous domatic.
So, operation can be easy to so that backing plate is extend into the gap of batten bottom during convenient use.
Further, the upper end of the ripping bar in the step A1 is set with plastic handles.
Further, when reserving chase construction, before being slotted or burrowed according to snap the line positioning, following structure is first obtained
Fluting apparatus, including the grooving apparatus slotted for wall has the handle for gripping on the grooving apparatus；Also include
The dust collect plant on the grooving apparatus is connected to, the dust collect plant includes the splicing being detachably connected on the handle
Bucket, when making operation, the receiving hopper is located between the handle and wall；The bottom opening of the receiving hopper is connected by pipeline
To closed disposal box, the negative-pressure air fan for making to produce negative pressure in case is provided with the disposal box.
Slot or burrow construction when, because disposal box is in the presence of negative-pressure air fan, inside produces negative pressure, and then makes splicing
There is negative pressure, when carrying out fluting operation using grooving apparatus, produced dust is acted in the attraction of gravity and negative pressure at bucket
Under, it is collected into receiving hopper, enters eventually through pipeline in disposal box.This way it is possible to avoid job site stirs up a cloud of dust, it is to avoid
The secondary pollution of working face, is conducive to improving the operating environment of working site, is beneficial to the healthy of workman.
Further, there is the connecting rod set towards the handle, the connecting rod is vertically square on the receiving hopper
To being provided with two, the top and bottom of the handle are corresponded to respectively；The connecting rod towards one end of the handle have with
The circular groove that the periphery of the handle is engaged, the connecting rod is located at the side of the circular groove width
Cassette tape is provided with, opposite side has the buckle being engaged with the cassette tape, and the cassette tape is around the handle removably clamping
On the buckle.
So, rapidly receiving hopper can be arranged on different grooving apparatus, be conducive to improving the suitable of dust collect plant
With scope, cost is reduced.
In summary, the present invention has the labor intensity of reduction workman, improves the security and efficiency of construction of construction, can be with
Effectively prevent the bottom of batten to be damaged, be conducive to improving construction quality, the advantages of improving operating environment.
Brief description of the drawings
Fig. 1 is the structural representation of suspender.
Fig. 2 is pry structural representation.
Fig. 3 is the structural representation of fluting apparatus.
Embodiment
With reference to embodiment, the present invention is described in further detail.
During specific implementation：A kind of construction method of autoclaved lightweight sand aerated concrete batten partition wall, as shown in figure 1, first obtaining
The suspender of following structure is taken, including using scaffolding steel pipe and the support body 11 of cruciform fastening for falsework on-site consolidation, the support body 11
Both sides respectively have one symmetrically and the brace 111 that diagonally sets, the upper end of the brace 111 extends upwardly to the frame
The outside of body 11 forms fixed mount between cantilever, the cantilever of two braces 111 and is provided with horizontally disposed cross bar 112, described
The height of cross bar 112 is more than the length of batten；Set up between the other end of two braces 111 and hoist engine 12, institute are installed
State the guide device 13 that the steel wire rope for guiding hoist engine is provided with cross bar 112；The guide device 13 is installed in institute
State the fixed pulley on cross bar 112.The support body 11 is additionally provided with balancing weight away from the side of the cross bar 112.The support body 11
Bottom be additionally provided with the universal wheel of locking pedal.
As shown in Fig. 2 obtain the pry of following structure, including ripping bar 21 and be fixed on the lower end of ripping bar 21 lever up portion
22；The portion 22 that levers up includes horizontally disposed backing plate 221 and is welded on the strut 222 of the bottom of backing plate 221, the support
Bar 222 is located at the middle part of the backing plate 221；One end of the strut 222 is weldingly fixed on the end of the ripping bar 21, and with institute
Ripping bar 21 is stated to set in obtuse angle；The lower end of the ripping bar 21 also has the rib 23 welded side by side, and the rib 23 is located at described
Ripping bar 21 is welded on the strut 222 close to the side of the backing plate 221, the lower end of the rib 23.The backing plate 221
Bottom is also welded with horizontal bar, and the horizontal bar and the strut 222 are perpendicular, and are symmetrically distributed in the both sides of the strut 222.Institute
State the bottom of backing plate 221 has the direction along the remote ripping bar acclivitous domatic away from the side of the ripping bar 21.Institute
The upper end for stating ripping bar 21 is set with plastic handles.
During Specific construction：
Line setting：The installation site line of batten partition wall is determined according to engineering floor plan and live orientation axis, on ground
With the sideline for ejecting bar plate thickness direction both sides on ceiling respectively, as installation site line；
Sheet material is installed in place：After one end of batten is levered up using pry, the steel wire rope of the hoist engine on suspender is bundled in bar
Plate is on the position of end；After startup hoist engine slings batten vertically, batten bottom is levered up using pry and peace is moved to
Holding position, is fixed temporarily in the upper and lower ends of batten with timber wedge；After batten is in place, U is installed according to the wall position line
Type card or unidirectional pipe clamp, and adjust perpendicularity and flatness；
In the above method, by using scaffolding steel pipe and the support body of cruciform fastening for falsework on-site consolidation suspender, tradition can be solved and hung
Tool can not be moved between floor because volume is larger or heavier-weight or asking for lifting operation can not be carried out between floor
Topic.In addition, setting two inclined braces on support body, and cross bar is set up on the upper end cantilever of brace, can ensure horizontal
On the premise of bar is highly more than the length of batten, the height of support body is reduced, meanwhile, only when cross bar is highly more than the length of batten
Degree, just can guarantee that slinging that batten is erect completely.Further, because brace is obliquely installed, when higher at one end, the other end leads to
It is often relatively low, hoist engine is set up and is arranged on the relatively low one end of two braces, operative can be facilitated.After above-mentioned suspender,
Batten can be lifted by crane with convenient and reliable, reduce the labor intensity of workman, improve the security and efficiency of construction of construction.By
In fixed pulley can rotation, when lifting by crane batten, the steel wire of hoist engine is moved along the chute of fixed pulley so that fixed pulley is relative to exist
Rolled on steel wire, it is possible to prevente effectively from the abrasion of chute, is conducive to improving service life.Set in support body away from the side of cross bar
Balancing weight, it is possible to use lever principle, the power that balance batten applies, it is to avoid support body unstability, advantageously ensures that construction safety, improves
The stability of support body.Mounting hanger can be moved to by universal wheel behind the position to be installed of batten, or lifting, by batten
Position to be installed is moved to, the distance subsequently prized and removed is reduced, the labor intensity of workman is advantageously reduced, the efficiency of work is improved.
Batten is carried out to lever up operation by the pry of said structure, because the portion of levering up is provided with backing plate, the pry is used
When levering up autoclaved lightweight sand aerated concrete batten, the contact area levered up between portion and batten is larger, scattered to lever up positioning plate
Stress suffered by material, it is to avoid sheet material is extruded breakage, can effectively prevent the bottom of batten to be damaged, and be conducive to improving construction quality.
Welding sets rib between the bottom of ripping bar and strut, is conducive to improving the bonding strength between ripping bar and strut, increase sled
The use reliability of tool, extends the service life of pry.Horizontal bar can increase the backing plate intensity of strut both sides, it is to avoid batten is levered up
Rear left right avertence tiltedly, damages backing plate by pressure.Be conducive to improving the service life of pry, improve the security of construction.Set on backing plate domatic
Operation can be easy to so that backing plate is extend into the gap of batten bottom during convenient use.
Reserved chase：As shown in figure 3, the fluting apparatus of following structure is obtained, including the fluting dress slotted for wall
Put the handle 32 having on 31, the grooving apparatus 31 for gripping；Also include the dust being connected on the grooving apparatus 31
Device 33, the dust collect plant 33 includes the receiving hopper 331 being detachably connected on the handle 32, described when making operation
Receiving hopper 331 is located between the handle 32 and wall；The bottom opening of the receiving hopper 331 is connected to closed by pipeline
The negative-pressure air fan 35 for making to produce negative pressure in case is provided with disposal box 34, the disposal box 34.Then it will be managed by design drawing
Line position is carried out after snap the line positioning with trend on partition wall, then is slotted or burrowed using above-mentioned fluting apparatus；
Slot or burrow construction when, because disposal box is in the presence of negative-pressure air fan, inside produces negative pressure, and then makes at receiving hopper
With negative pressure, when carrying out fluting operation using grooving apparatus, produced dust is received under the attraction effect of gravity and negative pressure
Collect in receiving hopper, enter eventually through pipeline in disposal box.This way it is possible to avoid job site stirs up a cloud of dust, it is to avoid work
The secondary pollution in face, is conducive to improving the operating environment of working site, is beneficial to the healthy of workman.
There is the connecting rod 332 set towards the handle 32, the connecting rod 332 during implementation, on the receiving hopper 331
Vertically direction is provided with two, and the top and bottom of the handle 32 are corresponded to respectively；The connecting rod 332 is towards the handle
One end there is the circular groove that is engaged with the periphery of the handle 32, the connecting rod 332 is located at the circular arc
The side in recess width direction is provided with cassette tape, and opposite side has the buckle being engaged with the cassette tape, and the cassette tape is around institute
Handle 32 is stated removably to be connected on the buckle.
So, rapidly receiving hopper can be arranged on different grooving apparatus, be conducive to improving the suitable of dust collect plant
With scope, cost is reduced.
During implementation, the receiving hopper 331 is mobile side board 333, the mobile side board 333 away from the side of the handle 32
Lower end be hinged on the receiving hopper 331, the both sides of the mobile side board 333 pass through block cloth and the receiving hopper 331 respectively
It is connected；It is additionally provided between the mobile side board 333 and the receiving hopper 331 along the direction away from the handle 32 and applies spring
The spring of power.
Because during fluting, grooving apparatus needs to move inward along the direction of vertical wall, using said structure,
Because mobile side board can rotate around bottom, when grooving apparatus is fed towards metope, can Compressive activities side plate rotation so that
Receiving hopper is fitted all the time with metope, be conducive to improving dust collecting effect.
During implementation, the spring is the torsion spring for being arranged on the lower end of mobile side board 333.
So, structure can be simplified, be easily installed.
During implementation, the grooving apparatus 31 is cutting machine or drilling machine.
During implementation, the disposal box 34 is made using trolley, and the trolley is provided with cover plate, and the negative-pressure air fan 35 is pacified
On the cover plate.
So, the need for can be according to construction, trolley be moved to the position for needing to slot, can be received with fast transfer
The dust of collection, is conducive to improving operating efficiency.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not limitation, all essences in the present invention with the present invention
Any modifications, equivalent substitutions and improvements made within refreshing and principle etc., should be included in the scope of the protection.
Claims (10)
1. a kind of construction method of autoclaved lightweight sand aerated concrete batten partition wall, comprises the following steps：A, line setting：According to
Engineering floor plan and live orientation axis determine the installation site line of batten partition wall, are ejected respectively on ground and ceiling
The sideline of bar plate thickness direction both sides, as installation site line；B, sheet material are installed in place：Installation position is moved to after batten is erected
Put, fixed temporarily with timber wedge in the upper and lower ends of batten；After batten is in place, U type cards are installed according to the wall position line
Or unidirectional pipe clamp, and adjust perpendicularity and flatness；C, reserved chase：By design drawing by pipeline position with moving towards on partition wall
Slotted or burrowed after carrying out snap the line positioning；
Characterized in that, when sheet material is installed in place, using following steps：
A1, the suspender and pry for first obtaining following structure：The suspender includes spelling using scaffolding steel pipe and cruciform fastening for falsework scene
The support body of dress（11）, the support body（11）Both sides respectively have one symmetrically and the brace that diagonally sets（111）, institute
State brace（111）Upper end extend upwardly to the support body（11）Outside formed cantilever, two braces（111）Cantilever
Between fixed mount be provided with horizontally disposed cross bar（112）, the cross bar（112）Height be more than batten length；Described in two
Brace（111）The other end between set up hoist engine is installed（12）, the cross bar（112）On be provided with for guiding hoist engine
Steel wire rope guide device（13）；The pry includes ripping bar（21）Be fixed on the ripping bar（21）Lower end levers up portion
（22）；It is described to lever up portion（22）Including horizontally disposed backing plate（221）And it is welded on the backing plate（221）The strut of bottom
（222）, the strut（222）Positioned at the backing plate（221）Middle part；The strut（222）One end be weldingly fixed on it is described
Ripping bar（21）End, and with the ripping bar（21）Set in obtuse angle；
A2, one end of batten is levered up using the pry obtained in the step A1 after, by the steel wire rope of the hoist engine on suspender
Batten is bundled on the position of end；After startup hoist engine slings batten vertically, batten bottom is levered up using pry
And it is moved to installation site.
2. the construction method of autoclaved lightweight sand aerated concrete batten partition wall as claimed in claim 1, it is characterised in that described
The guide device in step A1（13）For installed in the cross bar（112）On fixed pulley.
3. the construction method of autoclaved lightweight sand aerated concrete batten partition wall as claimed in claim 1, it is characterised in that described
The support body in step A1（11）Away from the cross bar（112）Side be additionally provided with balancing weight.
4. the construction method of autoclaved lightweight sand aerated concrete batten partition wall as claimed in claim 1, it is characterised in that described
The support body in step A1（11）Bottom be additionally provided with the universal wheel of locking pedal.
5. the construction method of autoclaved lightweight sand aerated concrete batten partition wall as claimed in claim 1, it is characterised in that described
The ripping bar in step A1（21）Lower end also there is the rib that welds side by side（23）, the rib（23）Positioned at the ripping bar
（21）Close to the backing plate（221）Side, the rib（23）Lower end be welded on the strut（222）On.
6. the construction method of autoclaved lightweight sand aerated concrete batten partition wall as claimed in claim 1, it is characterised in that described
The backing plate in step A1（221）Bottom be also welded with horizontal bar, the horizontal bar and the strut（222）It is perpendicular and right
Title is distributed in the strut（222）Both sides.
7. the construction method of autoclaved lightweight sand aerated concrete batten partition wall as claimed in claim 1, it is characterised in that described
The backing plate in step A1（221）Bottom deviate from the ripping bar（21）Side have along away from the ripping bar direction to
It is upper inclined domatic.
8. the construction method of autoclaved lightweight sand aerated concrete batten partition wall as claimed in claim 1, it is characterised in that described
The ripping bar in step A1（21）Upper end be set with plastic handles.
9. the construction method of autoclaved lightweight sand aerated concrete batten partition wall as claimed in claim 1, it is characterised in that reserved
When chase is constructed, before being slotted or burrowed according to snap the line positioning, the fluting apparatus of following structure is first obtained, including for wall
The grooving apparatus of body fluting（31）, the grooving apparatus（31）The upper handle with for gripping（32）；Also include being connected to institute
State grooving apparatus（31）On dust collect plant（33）, the dust collect plant（33）Including being detachably connected to the handle（32）
On receiving hopper（331）, when making operation, the receiving hopper（331）Positioned at the handle（32）Between wall；The receiving hopper
（331）Bottom opening closed disposal box is connected to by pipeline（34）, the disposal box（34）On be provided with for making case
The interior negative-pressure air fan for producing negative pressure（35）.
10. the construction method of autoclaved lightweight sand aerated concrete batten partition wall as claimed in claim 9, it is characterised in that institute
State receiving hopper（331）It is upper to have towards the handle（32）The connecting rod of setting（332）, the connecting rod（332）It is vertically square
To being provided with two, the handle is corresponded to respectively（32）Top and bottom；The connecting rod（332）Towards the one of the handle
End has and the handle（32）The circular groove that is engaged of periphery, the connecting rod（332）Positioned at the circular arc
The side in recess width direction is provided with cassette tape, and opposite side has the buckle being engaged with the cassette tape, and the cassette tape is around institute
State handle（32）Removably it is connected on the buckle.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710261419.6A CN106968442B (en) | 2017-04-20 | 2017-04-20 | A kind of construction method of autoclaved lightweight sand aerated concrete batten partition wall |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710261419.6A CN106968442B (en) | 2017-04-20 | 2017-04-20 | A kind of construction method of autoclaved lightweight sand aerated concrete batten partition wall |
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| CN106968442A true CN106968442A (en) | 2017-07-21 |
| CN106968442B CN106968442B (en) | 2019-02-05 |
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Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108547463A (en) * | 2018-05-31 | 2018-09-18 | 中国二十二冶集团有限公司 | Tall and big autoclaved aerated concrete batten installation equipment and installation method |
| CN109516395A (en) * | 2018-11-24 | 2019-03-26 | 福建工程学院 | A kind of assembled lifting device and its assembly technology |
| CN109853971A (en) * | 2019-04-01 | 2019-06-07 | 中国二十二冶集团有限公司 | Light partition wall board mounting assembly and its application method |
| CN110697639A (en) * | 2019-08-26 | 2020-01-17 | 河北华丰能源科技发展有限公司 | Device for stably moving heavy structure |
| CN111005477A (en) * | 2019-08-30 | 2020-04-14 | 中国二十冶集团有限公司 | Construction device for light partition board and use method thereof |
| CN111188497A (en) * | 2019-12-12 | 2020-05-22 | 中冶天工集团天津有限公司 | Autoclaved aerated concrete wallboard mounting construction machine tool and using method thereof |
| CN112707353A (en) * | 2020-12-16 | 2021-04-27 | 山东大学 | Railway bridge ballast retaining wall mold moving device and method |
| CN113585777A (en) * | 2021-08-06 | 2021-11-02 | 北京建工四建工程建设有限公司 | Construction method for installing autoclaved aerated concrete high and large plates in place |
| CN114197885A (en) * | 2021-12-07 | 2022-03-18 | 中铁建工集团有限公司 | Device convenient to installation secondary structure slat wall |
| WO2023078008A1 (en) * | 2021-11-04 | 2023-05-11 | 中建三局第三建设工程有限责任公司 | Prefabricated batten erecting device |
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Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108547463A (en) * | 2018-05-31 | 2018-09-18 | 中国二十二冶集团有限公司 | Tall and big autoclaved aerated concrete batten installation equipment and installation method |
| CN109516395A (en) * | 2018-11-24 | 2019-03-26 | 福建工程学院 | A kind of assembled lifting device and its assembly technology |
| CN109853971A (en) * | 2019-04-01 | 2019-06-07 | 中国二十二冶集团有限公司 | Light partition wall board mounting assembly and its application method |
| CN110697639A (en) * | 2019-08-26 | 2020-01-17 | 河北华丰能源科技发展有限公司 | Device for stably moving heavy structure |
| CN111005477A (en) * | 2019-08-30 | 2020-04-14 | 中国二十冶集团有限公司 | Construction device for light partition board and use method thereof |
| CN111188497A (en) * | 2019-12-12 | 2020-05-22 | 中冶天工集团天津有限公司 | Autoclaved aerated concrete wallboard mounting construction machine tool and using method thereof |
| CN112707353A (en) * | 2020-12-16 | 2021-04-27 | 山东大学 | Railway bridge ballast retaining wall mold moving device and method |
| CN113585777A (en) * | 2021-08-06 | 2021-11-02 | 北京建工四建工程建设有限公司 | Construction method for installing autoclaved aerated concrete high and large plates in place |
| CN113585777B (en) * | 2021-08-06 | 2022-07-12 | 北京建工四建工程建设有限公司 | Construction method for installing autoclaved aerated concrete high and large plates in place |
| WO2023078008A1 (en) * | 2021-11-04 | 2023-05-11 | 中建三局第三建设工程有限责任公司 | Prefabricated batten erecting device |
| CN114197885A (en) * | 2021-12-07 | 2022-03-18 | 中铁建工集团有限公司 | Device convenient to installation secondary structure slat wall |
| CN114197885B (en) * | 2021-12-07 | 2022-12-20 | 中铁建工集团有限公司 | Device convenient to installation secondary structure panel wall |
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