CN109555310A - A kind of the monoblock type template and its construction method of wall column - Google Patents
A kind of the monoblock type template and its construction method of wall column Download PDFInfo
- Publication number
- CN109555310A CN109555310A CN201811579674.6A CN201811579674A CN109555310A CN 109555310 A CN109555310 A CN 109555310A CN 201811579674 A CN201811579674 A CN 201811579674A CN 109555310 A CN109555310 A CN 109555310A
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- China
- Prior art keywords
- wall
- stupefied
- wall column
- wing plate
- monoblock type
- Prior art date
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- 238000010276 construction Methods 0.000 title claims abstract description 40
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 12
- 239000010959 steel Substances 0.000 claims abstract description 12
- 238000005266 casting Methods 0.000 claims description 12
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 claims description 10
- 239000010960 cold rolled steel Substances 0.000 claims description 5
- 229910052742 iron Inorganic materials 0.000 claims description 5
- 239000003795 chemical substances by application Substances 0.000 claims description 3
- 238000004140 cleaning Methods 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 2
- 238000000576 coating method Methods 0.000 claims description 2
- 239000007787 solid Substances 0.000 claims 1
- 238000009415 formwork Methods 0.000 abstract description 9
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 7
- 239000000463 material Substances 0.000 description 5
- 239000010865 sewage Substances 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 230000002093 peripheral effect Effects 0.000 description 2
- 238000004080 punching Methods 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 238000004904 shortening Methods 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 229910052782 aluminium Inorganic materials 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000007598 dipping method Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000002360 preparation method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000005303 weighing Methods 0.000 description 1
- 238000003466 welding Methods 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The monoblock type template and its construction method of a kind of wall column of the invention, are related to technical field of building construction.For the problem that pouring the construction method of wall column there are wall, column junction formwork edge joint leakiness using wooden model, construction quality is difficult to effectively control.It is bolted by multiple modular units along the setting of wall column short transverse, modular unit includes: curved panel, it matches with walling column outer profile to be poured, the outer wall of curved panel be equipped with it is multiple be arranged in parallel and at interval interior stupefied, interior stupefied two sides are separately connected stupefied outside first；Two blocks of wing plates are respectively and fixedly connected in curved panel two sides, and wing plate is equipped with multiple bolts hole one, and one position of bolt hole being located on the wing plate of walling body to be poured two sides is corresponding；It is stupefied outside second, the outer edge of the curved panel and wing plate that are linked together is set, and second is stupefied equipped with bolt hole two outside, and multiple template unit, which is bolted, to be integrated, and each modular unit is bolted with adjacent wall form, curved panel and wing plate are made of steel plate.
Description
Technical field
The present invention relates to technical field of building construction, in particular to the monoblock type template and its construction method of a kind of wall column.
Background technique
The working architectural template structure of cast-in-place concrete structure is mainly by panel, support construction, connector three parts group
At.Panel is directly contacted with concrete, and the quality of panel directly affects the presentation quality of concrete surface；Support construction is bearing surface
The temporary structure of plate, concrete and construction loads guarantees the secured combination of architectural template structure, it is ensured that do not deform, destroy；
Connector is that panel, support construction are connected to integral accessory.Existing architectural template structure mainly has wood according to material point
Mould, punching block and aluminum dipping form, wherein the panel of wooden model mainly uses nine clamping plates or composite plate etc., and keel mainly use the lumps of wood.
For the cast-in-place concrete construction of wall column structure (pillar being connected with wall), common wooden model type of attachment be by
Post template and wall form independently design, then splice, reinforce post template and wall form and implement concreting and apply
Work, however, when the engineering characteristics such as layer height is higher when building has volume larger, and wall column structural area is larger, using above-mentioned wood
Mould is constructed, and there are many difficulties for wall column structure, such as: formwork and demoulding larger workload, required duration are longer；Due to wall column compared with
Height can not be controlled the verticality of wall column very well using wooden model, increase the difficulty of formwork degree control；Wall column must using pair
It draws screw rod to carry out formwork reinforcement, increases the workload of pillar later period repairing；It is cast-in-place in the template splicing position of wall column and wall
Concrete structure is also easy to produce faulting of slab ends, influences construction quality；Wall column layer height is higher, and width of wall body is smaller, will produce when casting concrete
Raw biggish lateral pressure, occurs quick-fried mould when to prevent casting concrete, construction personnel need to consume more materials and time into
Row strengthening construction.
Summary of the invention
For the construction method of wall column is poured using wooden model, there are wall, column junction formwork edge joint leakiness, construction qualities
It is difficult to the problem of effectively controlling.The object of the present invention is to provide the monoblock type templates and its construction method of a kind of wall column, by cylinder
Template and wing plates on two sides are connected as an entirety, avoid being reinforced cylinder template using split bolt and being generated prick post hole, it is ensured that
The globality of wall column, while can also reduce the risk of the quick-fried mould of casting concrete process, spillage.
The technical solution adopted by the present invention to solve the technical problems is: a kind of monoblock type template of wall column, it is by multiple
Modular unit along the setting of wall column short transverse is bolted, and the modular unit includes:
Curved panel matches with the outer profile of walling column to be poured, the inner wall of the curved panel and walling column to be poured
It fits, the outer wall of the curved panel is equipped with multiple interior stupefied, multiple interior stupefied parallel and interval settings, multiple described interior stupefied
Two sides be connected separately with it is stupefied outside vertically arranged first；
Two blocks of wing plates are respectively and fixedly connected in the two sides of the curved panel, and the inner wall of the wing plate and walling to be poured are shown consideration for and closed,
Multiple bolts hole one, and the bolt being located on the wing plate of walling body to be poured two sides are equipped with along its short transverse on the wing plate
The position in hole one is corresponding；
It is stupefied outside second, the outer edge of the curved panel and the wing plate that are connected as one is set, outside described second
It is stupefied to be equipped with bolt hole two, multiple modular units along the setting of wall column short transverse are bolted and are integrated,
And each modular unit is bolted with adjacent wall form, the curved panel and the wing plate are by steel plate system
At.
Preferably, the bolt hole one on the wing plate is spaced set.
Preferably, the outer wall of every block of wing plate is equipped with the vertically arranged ribs of at least one, and the ribs by
Fashioned iron is made.
Preferably, it is connected to stupefied contour with the wing plate outside two vertically arranged second of the wing plate side, connection
In two of the curved panel end be laterally arranged second outside stupefied shape it is corresponding with the cross section of the modular unit,
Stupefied curved edges are respectively equipped at least one described bolt hole two outside described second be laterally arranged, are equipped with extremely in the middle part of curved surface
A few bolt hole two, stupefied plan-position is respectively equipped at least one described bolt hole outside described second be laterally arranged
Two.
Preferably, outside described second be laterally arranged it is stupefied on the bolt hole two be arranged along its axisymmetrical.
Preferably, stupefied outside described second to be made of fashioned iron.
Preferably, the curved panel, wing plate, it is interior stupefied and first outside it is stupefied by thickness be more than or equal to 4mm cold-rolled steel sheet
It is made.
In addition, steps are as follows the present invention also provides a kind of construction method of the monoblock type template of wall column:
S1: making the monoblock type template of the wall column, treats pouring wall column and two sides wall measures unwrapping wire, according to
Axis, control line position place wall form, wall column monoblock type template and be fixed temporarily；
S2: adjusting the verticality of the monoblock type template of the wall form, the wall column and positioning, and setting Screw arbor with nut at both-ends passes through
Bolt hole one on wing plate successively fixed form unit is worn, will be bolted between adjacent two pieces of modular units, and described
It is bolted between modular unit and adjacent wall form, pours wall column and its two sides wall, it is strong to reach demoulding to concrete
After degree, the one-piece casting construction of the wall column and wall is completed in demoulding.
Preferably, the step S1 further includes, the curved panel and wing plate to the monoblock type template carry out cleaning and in
Its external coating release agent.
Effect of the invention is that:
The monoblock type template of wall column of the invention, it is bolted by multiple modular units being arranged along wall column short transverse
It forms, modular unit includes the curved panel to match with the outer profile of walling column to be poured, is respectively and fixedly connected in curved panel two sides
Two blocks of wing plates, and be arranged in stupefied outside the curved panel being connected as one and wing plate outer peripheral second；It is connected to curved panel
The stupefied structural strength for improving curved panel outside be arranged in length and breadth interior stupefied of outer wall and first, avoids curved panel in concrete side
Quick-fried mould occurs under the action of to pressure；In structure type, modular unit by cylinder template and wing plates on two sides be connected as one it is whole
The split bolt hole of cylinder template position is transferred to wing plates on two sides by body, avoids being reinforced cylinder template using split bolt and being produced
Raw prick post hole, it is ensured that the globality of wall column；Between two neighboring modular unit and between modular unit and wall form
By be set to outside second it is stupefied on bolt hole realize reliable and stable connection, can guarantee the verticality of wall column, reduce wall column
Voids and pits, avoid the generation of wall column Yu wall edge joint position faulting of slab ends, while can also reduce the quick-fried mould of casting concrete process, spillage
Risk, moreover, realizing the detachable of multiple template unit and modular unit and wall form using the bolt hole on stupefied outside second
Connection, dismounting is more convenient, is conducive to recycling for component, to reduce engineering cost；In addition, monoblock type template uses steel
Material is made, and improves the pouring quality of concrete, can effectively shorten the formwork time so as to shorten the construction period；Therefore, of the invention
Wall column monoblock type template be applied to have large volume, the underground sewage treatment works of large area wall column, dam structure, bridge knot
In the construction of the engineerings such as structure, the construction period can be not only effectively shortened, and can guarantee the construction quality of wall column.
The multiple template unit for forming monoblock type template is erected on by the construction method of the monoblock type template of wall column of the present invention
Walling column to be poured two sides realize the connection of two sides modular unit, adjacent template by the Screw arbor with nut at both-ends through wing bolt hole
It is bolted between unit and and is reinforced between modular unit and adjacent wall form, so that modular unit and wall
Piece and split bolt hole between template stay in two sides wall, avoid cylinder template and are reinforced and generated using Screw arbor with nut at both-ends
The drawbacks of prick post hole, and can be avoided the generation of wall column Yu wall edge joint position faulting of slab ends, it is ensured that the integrality of wall column, while can also
Reduce the risk of the quick-fried mould of casting concrete process；The construction method not only ensure that the pouring quality of wall column junction concrete,
Moreover, effectively shortening the formwork time, the construction period is shortened.
Detailed description of the invention
Fig. 1 is the structural schematic diagram of the modular unit of one embodiment of monoblock type template of wall column of the present invention；
Fig. 2 is the side view of Fig. 1；
Fig. 3 is the top view of Fig. 1；
Fig. 4 is the A-A sectional view of Fig. 1.
Figure label is as follows:
Curved panel 10；Interior stupefied 11；Stupefied 12 outside first；
Wing plate 20；Ribs 21；Bolt hole 1；
Stupefied 30 outside second；Bolt hole 2 31.
Specific embodiment
The present invention is described in further detail below in conjunction with the drawings and specific embodiments.It should be noted that attached drawing is adopted
With very simplified form and using non-accurate ratio, only to facilitate, lucidly aid in illustrating the embodiment of the present invention
Purpose.For sake of convenience, "upper" described below, "lower" are consistent with the upper and lower direction of attached drawing, but this can't be this hair
The limitation of bright technical solution.
The present embodiment is by taking the construction of certain underground sewage treatment works as an example, and layer a height of 6.4m, training wall quantity is more, this hair
The monoblock type template of bright wall column splices the wall steel form of rule and the wall column punching block of abnormity, to implement the mixed of training wall
Solidifying soil pouring construction.Illustrate the monoblock type template of wall column of the present invention below with reference to Fig. 1 to Fig. 4, it is by multiple along wall column height side
It is bolted to the modular unit of setting, modular unit includes:
Curved panel 10 matches with the outer profile of walling column to be poured, the inner wall of curved panel 10 and walling column to be poured
It fitting, the outer wall of curved panel 10 is equipped with multiple interior stupefied 11, multiple interior stupefied 11 in parallel and interval setting, and the two of multiple interior stupefied 11
Side is connected separately with stupefied 12 outside vertically arranged first；
Two blocks of wing plates 20 are respectively and fixedly connected in the two sides of curved panel 10, and the inner wall of wing plate 20 and walling to be poured are shown consideration for and closed, the wing
Multiple bolts hole 1, and the bolt hole one being located on the wing plate 20 of walling body to be poured two sides are equipped with along its short transverse on plate 20
22 position is corresponding；
Stupefied 30 outside second, the outer edge of the curved panel 10 and two blocks of wing plates 20 that are connected as one is set, second is stupefied outside
30 are equipped with bolt hole 2 31, and the multiple template unit along the setting of wall column short transverse is bolted and is integrated, and
Each modular unit is bolted with adjacent wall form, and above-mentioned curved panel 10 and wing plate 20 are made of steel plate.
The monoblock type template of wall column of the invention, it is bolted by multiple modular units being arranged along wall column short transverse
It forms, modular unit includes the curved panel 10 to match with the outer profile of walling column to be poured, is respectively and fixedly connected in curved panel 10
Two blocks of wing plates 20 of two sides, and be arranged in stupefied 30 outside the curved panel 10 being connected as one and wing plate 20 outer peripheral second；Even
Stupefied 12 structural strengths for improving curved panel 10 outside interior stupefied 11 and first be arranged in length and breadth of 10 outer wall of curved panel are connected to, are kept away
Exempt from curved panel 10 and quick-fried mould occurs under the action of concrete lateral pressure；In structure type, modular unit is by cylinder template
It is connected as an entirety with wing plates on two sides 20, the split bolt hole of cylinder template position is transferred to wing plates on two sides 20, avoids adopting
Cylinder template is reinforced with split bolt and generates prick post hole, it is ensured that the globality of wall column；Between two neighboring modular unit
And reliable and stable connection is realized by the bolt hole being set on stupefied 30 outside second between modular unit and wall form, it can
The verticality for guaranteeing wall column, reduces the voids and pits of wall column, avoids the generation of wall column Yu wall edge joint position faulting of slab ends, while can also drop
The risk of the quick-fried mould of low casting concrete process, spillage, moreover, the bolt hole on stupefied 30 outside second is utilized to realize multiple template list
Member and modular unit and wall form are detachably connected, and dismount more convenient, are conducive to recycling for component, to drop
Low engineering cost；In addition, monoblock type template is made of steel, the pouring quality of concrete is improved, can effectively shorten formwork
Time is so as to shorten the construction period；Therefore, the monoblock type template of wall column of the invention is applied to have large volume, large area wall column
The construction of engineerings such as underground sewage treatment works, dam structure, bridge structure in, can not only effectively shorten the construction period, and
It can guarantee the construction quality of wall column.
As shown in Figure 1, the bolt hole 1 on wing plate 20 is spaced set, since wall column is higher, spaced set
Bolt hole 1 can guarantee that split bolt is evenly arranged, to guarantee in wall column concreting process, 20 stress of wing plate is equal
Weighing apparatus avoids 20 position of wing plate that quick-fried mould occurs.
As shown in Figure 1 and Figure 4, the outer wall of every block of wing plate 20 is equipped with the vertically arranged ribs 21 of at least one, and reinforces
Rib 21 is made of section steel material, and ribs 21 enhances the structural strength of wing plate 20, avoids wing plate 20 in perforative split bolt
It deforms under the action of pulling force, to guarantee the pouring quality of wall Yu wall column junction.The ribs 21 of the present embodiment is preferred
Sectional dimension is 40mm × 60mm, is made with a thickness of the square steel of 2.5mm.
Please continue to refer to Fig. 1 and Fig. 3, it is connected to outside two vertically arranged second of 20 side of wing plate stupefied 30 and wing plate 20
It is contour, be connected to two of 10 end of curved panel be laterally arranged second outside stupefied 30 shape and the cross section phase of modular unit
It is corresponding, as shown in figure 3, stupefied 30 curved edges are respectively equipped at least one bolt hole 2 31 outside be laterally arranged second, it is bent
Middle face is equipped at least one bolt hole 2 31, and stupefied 30 plan-position is respectively equipped at least one spiral shell outside second be laterally arranged
Keyhole 2 31, the above-mentioned position of bolt hole 2 31 is set so that the connection of adjacent two pieces of modular units is stronger, prevents from pouring mixed
Quick-fried mould, spillage phenomenon occurs when solidifying soil.Stupefied 30 are made of fashioned iron such as angle steel or I-steel outside above-mentioned second, and materials are convenient, this
Stupefied 30 preferred 8# channel steel is made outside the second of embodiment.
More preferably, stupefied 30 outside above-mentioned second be laterally arranged on bolt hole 2 31 be symmetrical arranged along its axis ax so that
Multiple template unit stress after being bolted is more balanced, avoids the cohesive position of modular unit that quick-fried mould occurs.
Stupefied 12 cold-rolled steel sheet by thickness more than or equal to 4mm outside above-mentioned curved panel 10, wing plate 20, interior stupefied 11 and first
It is made, cold-rolled steel sheet thickness is more accurate, and surface is smooth, and template made of cold-rolled steel sheet can guarantee monoblock type template
Fastening strength, a possibility that quick-fried mould occurs when substantially reducing casting concrete.
Illustrate the construction method of the monoblock type template of wall column of the present invention in conjunction with Fig. 1 to Fig. 4, the specific steps are as follows:
S1: preliminary preparation, the monoblock type template including making wall column, curved panel 10, wing plate 20, interior stupefied 11 and outer
It is stupefied to be completed by design drawing welding, it treats pouring wall column and two sides wall measures unwrapping wire, releases axis, control line, root
According to axis, control line position place wall form, wall column monoblock type template and be fixed temporarily；
S2: adjusting the verticality of the monoblock type template of wall form, wall column and positioning, and setting Screw arbor with nut at both-ends runs through wing plate 20
On the successively fixed form unit of bolt hole 1, will be bolted between adjacent two pieces of modular units, and modular unit
It is bolted between adjacent wall form, then one-piece casting wall column and its two sides wall, it is strong to reach demoulding to concrete
After degree, the one-piece casting construction of wall column and wall is completed in demoulding.
The multiple template unit for forming monoblock type template is erected on by the construction method of the monoblock type template of wall column of the present invention
Walling column to be poured two sides realize the connection of two sides modular unit, adjacent mould by the Screw arbor with nut at both-ends through 20 bolt hole of wing plate
It is bolted between plate unit and and is reinforced between modular unit and adjacent wall form, so that modular unit and wall
Piece and split bolt hole between body template stay in two sides wall, avoid cylinder template and are reinforced and produced using Screw arbor with nut at both-ends
The drawbacks of raw prick post hole, and can be avoided the generation of wall column Yu wall edge joint position faulting of slab ends, it is ensured that the integrality of wall column, simultaneously also
The risk of the quick-fried mould of casting concrete process can be reduced；What the construction method not only ensure that wall column junction concrete pours matter
Amount, moreover, effectively shortening the formwork time, shortens the construction period.
Above-mentioned steps S1 further includes that the curved panel 10 and wing plate 20 to monoblock type template carry out cleaning and apply in its surface
Brush release agent, in favor of going on smoothly for later period demoulding.
Foregoing description is only the description to present pre-ferred embodiments, not to any restriction of the scope of the invention, this hair
Any change, the modification that the those of ordinary skill in bright field does according to the disclosure above content, belong to scope of the claims.
Claims (9)
1. a kind of monoblock type template of wall column, it is characterised in that: it is by multiple modular unit spiral shells being arranged along wall column short transverse
Bolt is formed by connecting, and the modular unit includes:
Curved panel matches with the outer profile of walling column to be poured, and the inner wall of the curved panel is affixed with walling column to be poured
It closing, the outer wall of the curved panel is equipped with multiple interior stupefied, multiple interior stupefied parallel and interval settings, and multiple described interior stupefied two
Side is connected separately with stupefied outside vertically arranged first；
Two blocks of wing plates are respectively and fixedly connected in the two sides of the curved panel, and the inner wall of the wing plate and walling to be poured are shown consideration for and closed, described
Multiple bolts hole one, and the bolt hole one being located on the wing plate of walling body to be poured two sides are equipped with along its short transverse on wing plate
Position it is corresponding；
It is stupefied outside second, the outer edge of the curved panel and the wing plate that are connected as one is set, it is stupefied outside described second on
Equipped with bolt hole two, multiple modular units along the setting of wall column short transverse are bolted and are integrated, and is every
A modular unit is bolted with adjacent wall form, and the curved panel and the wing plate are made of steel plate.
2. the monoblock type template of wall column according to claim 1, it is characterised in that: bolt hole one on the wing plate is etc.
Spacing setting.
3. the monoblock type template of wall column according to claim 1, it is characterised in that: the outer wall of every block of wing plate is equipped with extremely
A few vertically arranged ribs, and the ribs is made of fashioned iron.
4. the monoblock type template of wall column according to claim 1, it is characterised in that: be connected to two of the wing plate side
It is stupefied contour with the wing plate outside vertically arranged second, be connected to two of the curved panel end be laterally arranged second outside
Stupefied shape is corresponding with the cross section of the modular unit, and stupefied curved edges are respectively equipped with outside described second be laterally arranged
At least one described bolt hole two, curved surface middle part is equipped at least one described bolt hole two, outside described second be laterally arranged
Stupefied plan-position is respectively equipped at least one described bolt hole two.
5. the monoblock type template of wall column according to claim 4, it is characterised in that: on stupefied outside described second be laterally arranged
The bolt hole two along its axisymmetrical be arranged.
6. the monoblock type template of wall column according to claim 4, it is characterised in that: stupefied outside described second to use fashioned iron system
At.
7. the monoblock type template of wall column according to claim 1, it is characterised in that: the curved panel, wing plate, it is interior stupefied and
The stupefied cold-rolled steel sheet by thickness more than or equal to 4mm is made outside first.
8. a kind of construction method of the monoblock type template of wall column, which is characterized in that steps are as follows:
S1: making the monoblock type template of wall column as described in any one of claim 1 to 7, treats and pours wall column and two sides wall
Unwrapping wire is measured, it is temporarily solid to place wall form, the monoblock type template of wall column and progress according to the position of axis, control line
It is fixed；
S2: adjusting the verticality of the monoblock type template of the wall form, the wall column and positioning, and setting Screw arbor with nut at both-ends runs through the wing
Bolt hole one on plate successively fixed form unit, will be bolted, and the template between adjacent two pieces of modular units
It is bolted between unit and adjacent wall form, pours wall column and its two sides wall, after concrete reaches strength of mould stripping,
The one-piece casting construction of the wall column and wall is completed in demoulding.
9. construction method according to claim 8, it is characterised in that: the step S1 further includes, to the monoblock type mould
The curved panel and wing plate of plate carry out cleaning and in its external coating release agents.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811579674.6A CN109555310B (en) | 2018-12-24 | 2018-12-24 | Integral template of wall column and construction method thereof |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811579674.6A CN109555310B (en) | 2018-12-24 | 2018-12-24 | Integral template of wall column and construction method thereof |
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| Publication Number | Publication Date |
|---|---|
| CN109555310A true CN109555310A (en) | 2019-04-02 |
| CN109555310B CN109555310B (en) | 2024-01-02 |
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| CN201811579674.6A Active CN109555310B (en) | 2018-12-24 | 2018-12-24 | Integral template of wall column and construction method thereof |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113700289A (en) * | 2021-05-24 | 2021-11-26 | 海南优技建筑铝模有限公司 | Assembly type aluminum alloy template assembling system for building |
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