CN106351450A - Suspension type pouring-leveling device in building operations and pouring method - Google Patents
Suspension type pouring-leveling device in building operations and pouring method Download PDFInfo
- Publication number
- CN106351450A CN106351450A CN201611046937.8A CN201611046937A CN106351450A CN 106351450 A CN106351450 A CN 106351450A CN 201611046937 A CN201611046937 A CN 201611046937A CN 106351450 A CN106351450 A CN 106351450A
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- China
- Prior art keywords
- assembly
- levelling
- connecting rod
- leveling unit
- 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.)
- Granted
Links
- 239000000725 suspension Substances 0.000 title claims abstract description 43
- 238000000034 method Methods 0.000 title claims abstract description 20
- 239000004567 concrete Substances 0.000 claims abstract description 34
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 26
- 239000010959 steel Substances 0.000 claims abstract description 26
- 238000005266 casting Methods 0.000 claims description 29
- 238000010276 construction Methods 0.000 claims description 28
- 238000009434 installation Methods 0.000 claims description 14
- 230000003014 reinforcing effect Effects 0.000 claims description 11
- 239000012535 impurity Substances 0.000 claims description 7
- 239000004570 mortar (masonry) Substances 0.000 claims description 6
- 238000011010 flushing procedure Methods 0.000 claims description 3
- 230000015271 coagulation Effects 0.000 claims description 2
- 238000005345 coagulation Methods 0.000 claims description 2
- 239000000428 dust Substances 0.000 description 5
- 239000000843 powder Substances 0.000 description 5
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 5
- 238000010586 diagram Methods 0.000 description 4
- 208000019300 CLIPPERS Diseases 0.000 description 3
- 208000021930 chronic lymphocytic inflammation with pontine perivascular enhancement responsive to steroids Diseases 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000000956 alloy Substances 0.000 description 2
- 238000011900 installation process Methods 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 229910000838 Al alloy Inorganic materials 0.000 description 1
- 235000017166 Bambusa arundinacea Nutrition 0.000 description 1
- 235000017491 Bambusa tulda Nutrition 0.000 description 1
- 241001330002 Bambuseae Species 0.000 description 1
- 235000015334 Phyllostachys viridis Nutrition 0.000 description 1
- 229910001297 Zn alloy Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000004411 aluminium Substances 0.000 description 1
- 230000000712 assembly Effects 0.000 description 1
- 238000000429 assembly Methods 0.000 description 1
- 239000011425 bamboo Substances 0.000 description 1
- 210000000476 body water Anatomy 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 210000000080 chela (arthropods) Anatomy 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000001012 protector Effects 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000009416 shuttering Methods 0.000 description 1
- 239000002893 slag Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
-
- 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
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
- E04G21/10—Devices for levelling, e.g. templates or boards
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention provides a suspension type pouring-leveling device in building operations and a pouring method, wherein the suspension type pouring-leveling device comprises a suspension assembly and a leveling assembly. The suspension assembly comprises a fixing device and a connecting bar; a first plane is arranged below the leveling assembly which is located below the connecting bar; the upper portion of the connecting bar is connected with the fixing device; the leveling assembly is hanged on a reserved steel bar by the fixing device, wherein the position of the reserved steel bar is higher than the floor elevation. The suspension type pouring-leveling device controls the flatness and thickness of the whole floor through the arrangement of the leveling assembly. The suspension type pouring-leveling device is easy to install, can be quickly removably after the concrete floor is plastified, and used repeatedly.
Description
Technical field
The present embodiments relate to architectural engineering reinforced concrete construction field, hang particularly in a kind of construction
Formula pours leveling unit and casting method.
Background technology
In modern economy society, based on steel and concrete structure, the building template of steel and concrete structure mostly is wooden template, group to housing-group
Close steel form, bamboo and wood glued mould, all-steel big shuttering etc..Concreting refers to enter concreting by above-mentioned a few class moulds
Until plasticizing forms the process of building plate face in the mould that plate surrounds.
In prior art, in casting concrete plate face, in the plate face to be poured of installation form, except the steel of tiling
Ledges and exceed floor elevation vertical reinforcing bar (for last layer wall in bar connecting), there is no other objects of reference for really
The absolute altitude of plate face surely to be poured, integral slab face thickness is difficult to control to；Meanwhile, when the flatness of plate face being adjusted, integral slab
The flatness in face is also difficult to be guaranteed it is difficult to ensure whole plate face in same level.If pacified in plate face to be poured
Dress mark post, when mark post is removed, can leave hole in plate face；If marking graticule in template, graticule is easily by concrete mortar
Cover and disappear, simultaneously overall plate face when levelling, levelling with thick stick chi be difficult to be operated according to the graticule in template, mainly
Operated according further to experience.
Because body of wall root is inadequate with the flatness of the junction of plate face, after installation form, can produce between template and plate face
Raw gap, when pouring, can produce spillage phenomenon.On the other hand, the template that body of wall pours, in installation process, can produce dust
With saw powder, in the prior art, body of wall root is concordant with plate face, when pouring, rinses body of wall root using water, body of wall root
Dust is still difficult to discharge with saw powder, causes young concrete with to plastify concrete binding insecure, and body of wall can exist and splits
Seam and slag inclusion.
Content of the invention
The thickness of flatness and overall plate face for solving above-mentioned body of wall root and overall plate face is difficult to control to problem, this
A kind of construction centre mounted type of bright offer pours leveling unit, including suspension assembly and levelling assembly, wherein:
Described suspension assembly includes fixing device and connecting rod；
It is provided with the first plane below described levelling assembly；Described levelling assembly is located at the lower section of described connecting rod；
The top of described connecting rod is connected with described fixing device；Described fixing device is by described connecting rod by described levelling group
Part hangs to be fixed.
Further, described suspension assembly also includes chuck；Pass through described folder between described connecting rod and described levelling assembly
Head connects.
Further, the side of described chuck is provided with bolt, and described bolt is described for being fixed on described levelling assembly
On chuck.
Further, it is provided with horizontal cross bar between described connecting rod and described levelling assembly, described levelling assembly is along described water
Flat cross bar moves.
Further, described fixing device is locking pliers；Described levelling assembly is hung and is anchored on difference by described locking pliers
On the reserved steel bar of specification；
The upper end hinge of described connecting rod is fixed on described locking pliers.
Further, the end of described connecting rod is provided with external screw thread, and described connecting rod is provided with stop nut；
Described locking pliers is provided with fixing nut, and described connecting rod is by described fixing nut and described clipper joint energetically；
Described stop nut is located at the lower section of described fixing nut, and described stop nut limits to described fixing nut
Position.
Further, described levelling assembly is right angle section bar；Second plane of described right angle section bar is close to and last layer
Body of wall side is toward the plane of body of wall offset inboard distance to a declared goal；3rd plane of described right angle section bar and floor elevation to be poured
Concordantly.
The present invention also provides casting method in a kind of construction, pours levelling dress using as above arbitrarily described suspension type
Put, specifically comprise the following steps that
Step s110, the reinforcing bar of installation walling post to be poured, the reinforcing bar making walling post to be poured is higher than floor elevation to be poured, shape
Become reserved steel bar；
Step s120, the fixing device that suspension type pours leveling unit are fixed on reserved steel bar described in step s110
On；
Step s130, the surrounding along concrete plate surface to be poured install the levelling assembly that suspension type pours leveling unit, look for
Flat assembly is fixed on the lower section of at least one fixing device；
Step s140, the selected a certain plane of levelling assembly are horizontal reference point, treat casting concrete plate face and body of wall root
Portion poured with levelling.
Further, treat casting concrete plate face in step s140 and body of wall root poured with levelling when, body of wall
Root upper surface is higher than floor elevation.
Further, also include:
Step s150, by model sheetinstallat in remove described suspension type pour leveling unit back wall root and plate face infall
In the groove being formed, there is between the side of template and body of wall root certain distance, form micro-groove；
Step s160, template bottom outside, filling concrete mortar；
Step s170, the upper surface of flushing body of wall root, make the micro-impurities of the upper surface of body of wall root flow to step
In micro-groove described in s170；
Step s180, between template casting concrete, complete pouring of body of wall；
Step s190, form removal.
The suspension type that the present invention provides pours leveling unit and passes through to arrange levelling assembly, controls body of wall root to intersect with plate face
The flatness of the flatness at place and whole plate face and thickness.Leveling unit is poured using the suspension type that the present invention provides, levelling dress
Put easy for installation, after concrete plate surface plasticizing, leveling unit can quick-detach soon, recycling.
Plate face and body of wall casting method that the present invention provides, are poured by setting suspension type on concrete plate surface to be poured
Leveling unit, can conveniently control the thickness of body of wall root, the flatness of overall plate face and overall plate face, simultaneously by levelling group
Part, when pouring, makes body of wall root be higher than floor elevation, when pouring last layer body of wall, washes away the upper surface of body of wall root with water,
Dust can be made to flow to plate face the new and old coagulation it is ensured that in body of wall with saw powder from the part of the body of wall root higher than floor elevation
Soil contact face cleans, and is firmly bonded.
Brief description
In order to be illustrated more clearly that the embodiment of the present invention or technical scheme of the prior art, below will be to embodiment or existing
Have technology description in required use accompanying drawing be briefly described it should be apparent that, drawings in the following description are these
Some bright embodiments, for those of ordinary skill in the art, without having to pay creative labor, acceptable
Other accompanying drawings are obtained according to these accompanying drawings.
Fig. 1 pours leveling unit structural representation for the construction centre mounted type that the present invention provides；
Fig. 2 pours leveling unit preferred embodiment schematic diagram for construction centre mounted type；
Fig. 3 pours leveling unit scheme of installation for construction centre mounted type；
Fig. 4 is levelling assembly preferred embodiment cross-sectional view in Fig. 1；
Casting method flow chart in the construction that Fig. 5 provides for the present invention；
Fig. 6 is casting method preferred implementation flow chart in construction；
Fig. 7 is schematic diagram before the casting method construction being provided using the present invention；
Fig. 8 is to pour design sketch before leveling unit is removed using casting method is back suspended；
Fig. 9 is using casting method body of wall root schematic diagram；
Figure 10 is using casting method preferred implementation model sheetinstallat schematic diagram.
Reference:
10 levelling assembly 11 first plane 12 second planes
13 the 3rd plane, 21 fixing device 22 connecting rod
23 chuck, 24 bolt 25 fixing nut
26 stop nut, 30 reserved steel bar 40 horizontal cross bar
50 plate face, 60 body of wall root 70 template
80 mortar 90 micro-impurities
Specific embodiment
Purpose, technical scheme and advantage for making the embodiment of the present invention are clearer, below in conjunction with the embodiment of the present invention
In accompanying drawing, the technical scheme in the embodiment of the present invention is clearly and completely described it is clear that described embodiment is
The a part of embodiment of the present invention, rather than whole embodiments.Based on the embodiment in the present invention, those of ordinary skill in the art
The every other embodiment being obtained under the premise of not making creative work, broadly falls into the scope of protection of the invention.
Fig. 1 pours leveling unit structural representation for the construction centre mounted type that the present invention provides, as shown in Figure 1: outstanding
Hanging pour leveling unit, including suspension assembly and levelling assembly 10, wherein: described suspension assembly includes fixing device 21 and even
Bar 22；It is provided with the first plane 11 below described levelling assembly 10；Described levelling assembly 10 is located at the lower section of described connecting rod 22；Described
The top of connecting rod 22 is connected with described fixing device 21；Described fixing device 21 passes through described connecting rod 22 by described levelling assembly 10
Hang and fix.
When being embodied as, as shown in FIG. 1 to 3: after installing reinforced frame in the plate face of casting concrete, building is applied
The fixing device 21 that work centre mounted type pours leveling unit is fixed on the reserved steel bar 30 exceeding floor elevation part in wall column,
According to the thickness of concrete plate surface to be poured, adjust the height of fixing device 21, levelling assembly 10 is connected by connecting rod 22.Levelling
First plane 11 of assembly 10 lower section can control the flatness of body of wall root 60 and plate face infall.After plate face pours end,
Levelling assembly 10 can be close in the two ends of thick stick chi, thick stick chi is mobile along levelling assembly 10, makes plate face reach preferable flatness.
The construction centre mounted type that the present invention provides is poured leveling unit and is hung on levelling assembly by suspension assembly
Exceed on the reserved steel bar of floor elevation in wall column, during casting concrete plate face, the height according to levelling assembly controls whole plate
The flatness in face and thickness.Leveling unit is poured using the construction centre mounted type that the present invention provides, leveling unit install and
Convenient disassembly is simple and direct, after concrete plate surface plasticizing, leveling unit can quick-detach soon, recycling.
Preferably, described suspension assembly also includes chuck 23；Pass through institute between described connecting rod 22 and described levelling assembly 10
State chuck 23 to connect.
Preferably, the side of described chuck 23 is provided with bolt 24, and described bolt 24 is used for will be fixing for described levelling assembly 10
On described chuck 23.
When being embodied as, by arranging chuck 23, the convenient letter of chuck 23 installation and removal in connecting rod 22 and levelling assembly 10
Prompt.When installation whole building construction centre mounted type pours leveling unit, first suspension assembly and connecting rod 22 can be fixed on wall
On the reserved steel bar 30 of post, more levelling assembly 10 is installed by chuck 23, being easily controlled levelling assembly 10 makes its 3rd plane 13
Concordant with the floor elevation treating casting concrete.It is provided with bolt 24 in the two sides of chuck 23, fix levelling group by bolt 24
Part 10, installation and removal are convenient, can finely tune the position of levelling assembly 10 in vertical direction simultaneously, make the of levelling assembly 10
Three planes 13 are concordant with the floor elevation treating casting concrete.
Preferably, it is provided with horizontal cross bar 40, described levelling assembly 10 edge between described connecting rod 22 and described levelling assembly 10
Described horizontal cross bar 40 is mobile.
When being embodied as, it is provided with horizontal cross bar 40 between connecting rod 22 and levelling assembly 10, levelling assembly 10 can be along water
Flat cross bar 40 is mobile, and is fixed on the optional position of horizontal cross bar 40, can be suitable for the body of wall of different-thickness.The wall column of building
Also different, the reserved steel bar 30 in wall column is also different from the distance of surface of wall, thus levelling assembly 10 can be horizontal by level
Bar 40 moves along perpendicular to the direction of body of wall, the body of wall of suitable different-thickness.
Preferably, described fixing device 21 is locking pliers；Described levelling assembly 10 is hung and is anchored on not by described locking pliers
On the described reserved steel bar 30 of same specification；The upper end hinge of described connecting rod 22 is fixed on described locking pliers.
When being embodied as, using locking pliers as fixing device 21, connecting rod 22 is fixed on the lower section of locking pliers, locking pliers
Can clamp on the reserved steel bar 30 being anchored on different size, be suitable for different occasions.
Preferably, the end of described connecting rod 22 is provided with external screw thread, and described connecting rod 22 is provided with stop nut 26；Described energetically
Pincers are provided with fixing nut 25, and described connecting rod 22 is by described fixing nut 25 and described clipper joint energetically；Described stop nut
26 lower sections being located at described fixing nut 25, described stop nut 26 carries out spacing to described fixing nut 25.
When being embodied as, external screw thread is set in the end of connecting rod 22, locking pliers is provided with fixing nut 25, is easy to connecting rod
22 with clipper joint energetically；Stop nut 26 is also set up on connecting rod 22, by stop nut 26, fixing nut 25 is limited
Position, prevents the position of levelling assembly 10 from changing.
Preferably, described levelling assembly 10 is right angle section bar；Second plane 12 of described right angle section bar is close to and upper one
Layer body of wall side is toward the plane of body of wall offset inboard distance to a declared goal；3rd plane 13 of described right angle section bar and plate face to be poured
Absolute altitude is concordant.
When being embodied as, using right angle section bar as levelling assembly 10, as shown in Figure 4: right angle section bar wherein
Outer surface as the first plane 11 horizontal positioned, for controlling the flatness of body of wall root 60 and plate face infall.Right angle section bar
Another side outer surface as the second plane 12, be close to last layer body of wall side toward body of wall offset inboard distance to a declared goal
Plane, when pouring whole plate face, the upper surface that can make body of wall root 60 is higher than floor elevation, is pouring the body of wall of last layer
When, template 70 is installed on the position and the side of body of wall root 60 between with certain distance, forms micro-groove, washed away with water
The upper surface of body of wall root 60, can make micro-impurities such as (dust and saw powder) from the upper table higher than floor elevation body of wall root 60
Surface current it is ensured that the new-old concrete contact surface cleaning of body of wall, is firmly bonded in plate face.3rd plane 13 of right angle section bar with treat
The floor elevation pouring is concordant, when pouring, makes plate face concordant with the 3rd plane 13 of right angle section bar.
It is preferred that the second plane 12 of right angle section bar is close to last layer body of wall side toward body of wall offset inboard 5mm's
Plane.
It is preferred that the specification of right angle section bar is 50mm*50mm* (1.5mm～2mm).
It is preferred that right angle section bar can adopt steel, aluminium, aluminum alloy materials, zinc alloy material, plastic material or its
He makes material.
Preferably, described levelling assembly 10 is hung on by suspension assembly at least one described and exceeds the described pre- of floor elevation
Stay on reinforcing bar 30.
When being embodied as, need the surrounding along concrete plate surface to be poured that levelling group that suspension type pours leveling unit is installed
Part 10, between floors, just has the reserved steel bar 30 of wall column in spaced positions, can by levelling assembly 10 be fixed on to
The lower section of a few suspension assembly.To hang levelling assembly 10 using multiple suspension assemblies, when pouring, the position of levelling assembly 10
Put and floor elevation will not change.
Casting method flow chart in the construction that Fig. 5 provides for the present invention, as shown in Figure 5: the side of pouring in construction
Method, pours leveling unit using as above arbitrarily described suspension type, specifically comprises the following steps that
Step s110, the reinforcing bar of installation walling post to be poured, the reinforcing bar making walling post to be poured is higher than floor elevation to be poured, shape
Become reserved steel bar；
Step s120, the fixing device that suspension type pours leveling unit are fixed on reserved steel bar described in step s110
On；
Step s130, the surrounding along concrete plate surface to be poured install the levelling assembly that suspension type pours leveling unit, look for
Flat assembly is fixed on the lower section of at least one fixing device；
Step s140, the selected a certain plane of levelling assembly are horizontal reference point, treat casting concrete plate face and body of wall root
Portion poured with levelling.
Preferably, treat casting concrete plate face in step s140 and body of wall root poured with levelling when, body of wall root
Portion's upper surface is higher than floor elevation.
Fig. 6 is casting method preferred implementation flow chart in construction, as shown in Figure 6: the side of pouring in construction
Method also includes:
Step s150, by model sheetinstallat in remove described suspension type pour leveling unit back wall root and plate face infall
In the groove being formed, there is between the side of template and body of wall root certain distance, form micro-groove；
Step s160, template bottom outside, filling concrete mortar；
Step s170, the upper surface of flushing body of wall root, make the micro-impurities of the upper surface of body of wall root flow to step
In micro-groove described in s170；
Step s180, between template casting concrete, complete pouring of body of wall；
Step s190, form removal.
When being embodied as, as shown in Figure 7: in step s110, after the reinforcement installation of plate face reinforcing bar and wall column, each wall
Post is provided with the reserved steel bar 30 higher than floor elevation, for being connected with the wall column of last layer building.In step s120, install
The suspension type that the present invention provides pours leveling unit, is clamped using fixing device 21 (such as: locking pliers) and is anchored on higher than plate face mark
On high reserved steel bar 30.In step s130, the surrounding installation suspension type along concrete plate surface to be poured pours leveling unit
Levelling assembly 10, due between floors, there is the reserved steel bar 30 of wall column, levelling assembly 10 can be fixed at least one
The lower section of individual suspension assembly, fixing device 21 connects leveling unit by connecting rod 22, is 50mm*50mm* (1.5mm using specification
～2mm) right angle section bar, suspension type pours leveling unit and can pass through locking pliers, and horizontal cross bar 40 and chuck 23 make perpendicular type
Material the both direction along the vertical direction and on horizontal plane can carry out the adjustment of position it is ensured that the accuracy of installation site；Wherein,
3rd plane 13 of right angle section bar is concordant with the absolute altitude of plate face, and the second plane 12 of right angle section bar is close to and last layer body of wall side
Face is toward the plane of body of wall offset inboard 5mm.In step s140, concreting is carried out to plate face, make plate face and right angle section bar
The 3rd plane 13 concordant, the upper surface simultaneously making body of wall root 60 is higher than floor elevation, it is preferred that the upper table of body of wall root 60
Face 10mm high compared with floor elevation.After plate face pours end, the two ends of thick stick chi can be close to the 3rd plane 13 of right angle section bar, thick stick chi
Mobile along the 3rd plane 13 of right angle section bar, make plate face reach preferable flatness.After concrete initial set, remove device and hang
Formula pours leveling unit.After pouring, plate face 50 and body of wall root 60 are as shown in Figure 8 and Figure 9.
Suspension type is provided to pour leveling unit by installing the present invention, in the infall surrounding peace of body of wall root 60 and plate face
Dress 50mm*50mm* (1.5mm～2mm) right angle section bar it is ensured that body of wall root 60 is smooth with the infall of plate face, whole plate face
Smooth, the thickness of plate face can be well controlled simultaneously.
Suspension type pours after leveling unit removes, body of wall root 60 and plate face 50 infall can be formed 50mm* (1.5mm～
Groove 2mm).This groove is used for installing the template 70 when last layer building masonry wall pours；In template 70 (thickness is 5mm) peace
During dress, make the surface that template 70 and body of wall root 60 exceed floor elevation have certain distance, form (wide * height: 5mm*
Micro-groove 12mm), forms the groove of (wide * height: 25mm* (1.5mm～2mm)) in template 70 outside.In order to ensure pouring walling
During body, body of wall root 60 not spillage, smear into corner protector with 1:1 mortar 80 in the groove in template 70 outside.In template 70 installation process
In, some micro-impurities 90 can be covered in the upper surface of body of wall root 60, such as dust and saw powder, before body of wall is poured,
The upper surface of body of wall root 60 must be washed away with water, so that micro-impurities 90 is flowed in micro-groove it is ensured that the new-old concrete of body of wall
Contact surface cleans, and is firmly bonded.In the body of wall casting method that the present invention provides, the installation method of template 70 is as shown in Figure 10.
Although more herein employ such as levelling assembly, plane, fixing device, chuck, bolt, reinforcing bar, level
Cross bar, the term such as side, but it is not precluded from the probability using other terms.It is used for the purpose of more easily using these terms
Describe and explain the essence of the present invention；Being construed as any additional restriction is all to disagree with spirit of the present invention
's.
Finally it is noted that various embodiments above, only in order to technical scheme to be described, is not intended to limit；To the greatest extent
Pipe has been described in detail to the present invention with reference to foregoing embodiments, it will be understood by those within the art that: its according to
So the technical scheme described in foregoing embodiments can be modified, or wherein some or all of technical characteristic is entered
Row equivalent；And these modifications or replacement, do not make the essence of appropriate technical solution depart from various embodiments of the present invention technology
The scope of scheme.
Claims (10)
1. a kind of construction centre mounted type pour leveling unit it is characterised in that: include suspension assembly and levelling assembly (10),
Wherein:
Described suspension assembly includes fixing device (21) and connecting rod (22)；
It is provided with the first plane (11) below described levelling assembly (10)；Described levelling assembly (10) is located under described connecting rod (22)
Side；
The top of described connecting rod (22) is connected with described fixing device (21)；Described fixing device (21) passes through described connecting rod (22)
Described levelling assembly (10) is hung and fixes.
2. construction centre mounted type according to claim 1 pour leveling unit it is characterised in that: described suspension assembly
Also include chuck (23)；It is connected by described chuck (23) between described connecting rod (22) and described levelling assembly (10).
3. construction centre mounted type according to claim 2 pour leveling unit it is characterised in that: described chuck (23)
Side be provided with bolt (24), described bolt (24) be used for described levelling assembly (10) is fixed on described chuck (23).
4. construction centre mounted type according to claim 1 pour leveling unit it is characterised in that: described connecting rod (22)
It is provided with horizontal cross bar (40) and described levelling assembly (10) between, described levelling assembly (10) is moved along described horizontal cross bar (40)
Dynamic.
5. construction centre mounted type according to claim 1 pour leveling unit it is characterised in that: described fixing device
(21) it is locking pliers；Described levelling assembly (10) is hung and is anchored on the reserved steel bar (30) of different size by described locking pliers；
The upper end hinge of described connecting rod (22) is fixed on described locking pliers.
6. construction centre mounted type according to claim 5 pour leveling unit it is characterised in that: described connecting rod (22)
End be provided with external screw thread, described connecting rod (22) is provided with stop nut (26)；
Described locking pliers is provided with fixing nut (25), and described connecting rod (22) is by described fixing nut (25) and described locking pliers
Connect；
Described stop nut (26) is located at the lower section of described fixing nut (25), and described stop nut (26) is to described fixing nut
(25) carry out spacing.
7. construction centre mounted type according to claim 1 pour leveling unit it is characterised in that: described levelling assembly
(10) it is right angle section bar；Second plane (12) of described right angle section bar is close to last layer body of wall side toward body of wall offset inboard
The plane of distance to a declared goal；3rd plane (13) of described right angle section bar is concordant with floor elevation to be poured.
8. in a kind of construction casting method it is characterised in that: using suspension type as described in any one of claim 1～7
Pour leveling unit, specifically comprise the following steps that
Step s110, the reinforcing bar of installation walling post to be poured, the reinforcing bar making walling post to be poured is higher than floor elevation to be poured, and is formed pre-
Stay reinforcing bar；
Step s120, the fixing device that suspension type pours leveling unit are fixed on reserved steel bar described in step s110；
Step s130, the surrounding along concrete plate surface to be poured install the levelling assembly that suspension type pours leveling unit, levelling group
Part is fixed on the lower section of at least one fixing device；
Step s140, the selected a certain plane of levelling assembly are horizontal reference point, treat casting concrete plate face and body of wall root enters
Row pour with levelling.
9. in construction according to claim 8 casting method it is characterised in that: treat in step s140 and pour coagulation
Native plate face and body of wall root poured with levelling when, body of wall root upper surface is higher than floor elevation.
10. in construction according to claim 9 casting method it is characterised in that: also include:
Step s150, model sheetinstallat is poured leveling unit back wall root and plate face infall is formed in removing described suspension type
Groove in, there is between the side of template and body of wall root certain distance, form micro-groove；
Step s160, template bottom outside, filling concrete mortar；
Step s170, the upper surface of flushing body of wall root, make the micro-impurities of the upper surface of body of wall root flow to step s170 institute
In the micro-groove stated；
Step s180, between template casting concrete, complete pouring of body of wall；
Step s190, form removal.
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| CN108590120A (en) * | 2018-06-07 | 2018-09-28 | 福建省闽南建筑工程有限公司 | Mould bases is poured for the modified in the room floor one-pass molding working procedure of underground |
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| CN114370163A (en) * | 2022-01-26 | 2022-04-19 | 湖南固工机器人有限公司 | Leveling robot and operation method thereof |
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