CN107023164A - The hardened system and its construction method of Fiberglass in Round Column Formwork system - Google Patents
The hardened system and its construction method of Fiberglass in Round Column Formwork system Download PDFInfo
- Publication number
- CN107023164A CN107023164A CN201710259205.5A CN201710259205A CN107023164A CN 107023164 A CN107023164 A CN 107023164A CN 201710259205 A CN201710259205 A CN 201710259205A CN 107023164 A CN107023164 A CN 107023164A
- Authority
- CN
- China
- Prior art keywords
- fiberglass
- otic placode
- round column
- column formwork
- anchor ear
- 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.)
- Pending
Links
- 239000011152 fibreglass Substances 0.000 title claims abstract description 87
- 238000009415 formwork Methods 0.000 title claims abstract description 83
- 238000010276 construction Methods 0.000 title claims abstract description 28
- 210000005069 ears Anatomy 0.000 claims abstract description 3
- 229910000831 Steel Inorganic materials 0.000 claims description 23
- 239000010959 steel Substances 0.000 claims description 23
- 238000007789 sealing Methods 0.000 claims description 21
- 238000009434 installation Methods 0.000 claims description 7
- 230000001105 regulatory effect Effects 0.000 claims description 5
- 230000002787 reinforcement Effects 0.000 claims description 4
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N Silicium dioxide Chemical compound O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 claims description 3
- 239000013536 elastomeric material Substances 0.000 claims description 3
- 239000000741 silica gel Substances 0.000 claims description 3
- 229910002027 silica gel Inorganic materials 0.000 claims description 3
- 230000003014 reinforcing effect Effects 0.000 abstract description 6
- 239000011521 glass Substances 0.000 description 10
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 7
- 239000000463 material Substances 0.000 description 6
- 238000000034 method Methods 0.000 description 6
- 230000015572 biosynthetic process Effects 0.000 description 4
- 238000012790 confirmation Methods 0.000 description 3
- 238000000059 patterning Methods 0.000 description 3
- 238000012545 processing Methods 0.000 description 3
- 238000009416 shuttering Methods 0.000 description 3
- 239000003795 chemical substances by application Substances 0.000 description 2
- 238000004140 cleaning Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000012467 final product Substances 0.000 description 2
- 238000003032 molecular docking Methods 0.000 description 2
- 239000003973 paint Substances 0.000 description 2
- 239000002990 reinforced plastic Substances 0.000 description 2
- 230000003796 beauty Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 239000007795 chemical reaction product Substances 0.000 description 1
- 238000012937 correction Methods 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000000835 fiber Substances 0.000 description 1
- 238000011010 flushing procedure Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- JEIPFZHSYJVQDO-UHFFFAOYSA-N iron(III) oxide Inorganic materials O=[Fe]O[Fe]=O JEIPFZHSYJVQDO-UHFFFAOYSA-N 0.000 description 1
- 239000002184 metal Substances 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000004513 sizing Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 239000007787 solid Substances 0.000 description 1
- 238000007711 solidification Methods 0.000 description 1
- 230000008023 solidification Effects 0.000 description 1
- 239000003351 stiffener Substances 0.000 description 1
- 230000010415 tropism Effects 0.000 description 1
- 230000000007 visual effect Effects 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
- 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
- E04G13/021—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 for circular columns
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 hardened system and its construction method of the Fiberglass in Round Column Formwork system of the present invention, are related to building engineering equipment technical field.For the reinforcing mode of existing Fiberglass in Round Column Formwork, the problem of there is spillage and template section dilatancy.Hardened system includes some connection otic placodes to being arranged at two semicircle template joints, and the otic placode one and otic placode two of connection otic placode are respectively and fixedly connected with the edge of two semicircle templates, otic placode one and the bolt connection of otic placode two；And some annular anchor ears being arranged on the outside of two semicircle templates, and the openend bolt connection of annular anchor ear so that two semicircle template splicings are combined into the Fiberglass in Round Column Formwork of an entirety.Construction method：By two semicircle template horizontal and it is spliced into a cylindrical shape post mould；Alignment pin in connection otic placode, then bolt connection connection otic placode are first installed；Annular anchor ear is installed additional between two connection otic placodes, annular anchor ear is locked at the outside of cylindrical shape post mould.
Description
Technical field
The present invention relates to building engineering equipment technical field, more particularly to a kind of reinforcing system of Fiberglass in Round Column Formwork system
System and its construction method.
Background technology
With the objective demand of green building, the environmental consciousness of people is improved constantly, and the natural thought recovered one's original simplicity is increasingly
It is rooted in the hearts of the people, people progressively show for pursuing for this simple expression-form of clear-water concrete, and clear-water concrete has
Simple and unadorned, naturally sedate outward appearance charm, it is inherent it is thick and heavy with it is elegant be some modern architecture materials can not imitate and
Match in excellence or beauty.
The main doorway of building is the emphasis treatment site of elevation of building, and the construction matter of the cylinder of entrance
Amount directly influences the visual effect of elevation of building.For the template system of cylinder, traditional steel template system and wooden model plate body
It is many pieces, complex procedures, time-consuming and cost is high, causes mobile inconvenience from great, and the concrete cylindrical after the completion of pouring
Perpendicularity and finish it is all not fully up to expectations.
In recent years, high-efficient simple when Fiberglass in Round Column Formwork is because of the scientific and technological advantage on its material property, installation with
And the advantage such as attractive in appearance of end product so that it is able to extensive use in the building trade of high speed development.Exist in view of template
Bear after lateral pressure, therefore the template section meeting dilatancy of combination forming, channel-section steel is generally connected with template interface position,
And both sides channel-section steel bolt connection is to realize the docking of Fiberglass in Round Column Formwork.However, in the work progress of concreting, glass
The above-mentioned reinforcing mode of glass steel column-form still suffers from the phenomenon of spillage and template section dilatancy.
The content of the invention
For the reinforcing mode of existing Fiberglass in Round Column Formwork, glass is only realized by the channel-section steel bolt connection being connected with template
The docking of glass steel column-form, the problem of still suffering from the phenomenon of spillage and template section dilatancy.The purpose of the present invention is to carry
For the hardened system and its construction method of a kind of Fiberglass in Round Column Formwork system, the setting of connection otic placode combination annular anchor ear is strengthened
The integral rigidity of Fiberglass in Round Column Formwork so that concrete formation works well, so as to ensure fair-faced concrete cylindrical
Final product quality.
The technical solution adopted for the present invention to solve the technical problems is：The hardened system of Fiberglass in Round Column Formwork system,
It is semicircular template that the Fiberglass in Round Column Formwork, which includes two sections, and it includes some to being arranged at two semicircle templates
The connection otic placode of joint, the otic placode one and otic placode two of the connection otic placode are respectively and fixedly connected with the side of two semicircle templates
Edge, and the otic placode one and the bolt connection of the otic placode two；And some rings being arranged on the outside of two semicircle templates
Shape anchor ear, and the openend bolt connection of the annular anchor ear so that two semicircle template splicings be combined into one it is whole
The Fiberglass in Round Column Formwork of body.
It is preferred that, the otic placode one and otic placode two of the connection otic placode are made by the L-shaped steel in section, are oppositely arranged
One side of the otic placode one and the otic placode two respectively with two semicircle template bolt connections, the otic placode one and described
The another side bolt connection of otic placode two.
It is preferred that, the edge of the semicircle template is also pasted with fiberglass lath with the junction of the connection otic placode.
It is preferred that, the installation direction of the bolt in the two neighboring connection otic placode is on the contrary, in each connection otic placode
Bolt and steady pin installation direction it is opposite.
It is preferred that, the annular anchor ear includes a flexible steel band, and the two ends of the flexible steel band are provided with U-shaped groove, the U
It is connected with cushion block in connected in star, and the cushion block and the U-shaped groove through the annular anchor ear two ends and by the ring
Shape anchor ear is locked at the screw rod regulating part on the outside of the Fiberglass in Round Column Formwork.
It is preferred that, the two ends of the annular anchor ear, which have in U-shaped groove, the U-shaped groove, is connected with reinforcement block, to drawing spiral shell
The annular anchor ear is locked at the Fiberglass in Round Column Formwork by reinforcement block and U-shaped groove of the bolt through the annular anchor ear two ends
Outside.
It is preferred that, the fastening joint of the two neighboring annular anchor ear is staggeredly arranged.
It is preferred that, in 90 ° of angles between the fastening joint of the annular anchor ear and the piece of two semicircle templates.
It is preferred that, the groove run through is provided with along the edge of the side in the semicircle form height direction, T-shaped sealing strip
Bottom is embedded and is bonded in the groove, and the top of the T-shaped sealing strip is not provided with the semicircle template docked
One end of groove is brought into close contact, and the length of the T-shaped sealing strip is equal with the height of the Fiberglass in Round Column Formwork, the glass
The bottom of glass steel column-form and the seam crossing of screed-coat are reserved with a notch, and the notch is embedded in horizontal seal bar and by institute
State annular anchor ear and tighten up and closed, the T-shaped sealing strip and the horizontal seal bar are made by silica gel or elastomeric material.
It is preferred that, the connection otic placode is arranged at intervals, and the annular anchor ear is arranged at two adjacent engaging lugs
Between plate.
In addition, present invention also offers a kind of construction method of the hardened system of Fiberglass in Round Column Formwork system, step is such as
Under：
First, by two semicircle template horizontal and it is spliced into a cylindrical shape post mould；
The 2nd, alignment pin in connection otic placode is first installed, the Fiberglass in Round Column Formwork joined inside is then reviewed and validate
Flatness and the straight situation of T-shaped sealing strip meet after construction requirement, then connection otic placode described in bolt connection；
3rd, install annular anchor ear additional between two connection otic placodes, the annular anchor ear is locked at cylindrical shape post mould
Outside.
Effect of the invention is that：
First, Fiberglass in Round Column Formwork of the invention is that semicircular template splicing is formed by two sections, and semicircle mould
Plate is for factory's patterning process, compared to whole glass steel formwork, and two semicircular templates of transport and dismounting more facilitate.
For fix the hardened system of Fiberglass in Round Column Formwork by some connection otic placodes for being fixed in two semicircle template joints and
Some annular anchor ear compositions being arranged on the outside of two semicircle templates, connection otic placode can connect two semicircle template bolts
Tap into and splice the cylindrical shape post mould as an entirety, concatenation is convenient and swift.To avoid Fiberglass in Round Column Formwork mixed
Deformed in the presence of solidifying soil pressure, or even the phenomenon of quick-fried mould occur, be also provided with the outside of Fiberglass in Round Column Formwork collapsible
Annular anchor ear, can further clamp two semicircle templates, strengthen the intensity of Fiberglass in Round Column Formwork lateral force resisting.
Therefore, the setting of annular anchor ear strengthens the integral rigidity of Fiberglass in Round Column Formwork so that concrete formation works well, smooth
Degree disclosure satisfy that the requirement of clear-water concrete, so as to ensure the final product quality of fair-faced concrete cylindrical.
2nd, the construction method of the hardened system of Fiberglass in Round Column Formwork system of the invention, first, will be added by factory's sizing
The semicircle template horizontal of two of work is simultaneously spliced into a cylindrical shape post mould, then bolt connection connection otic placode, finally, in cylindrical shape
Install annular anchor ear clamping on the outside of post mould additional, and then complete the assembly of Fiberglass in Round Column Formwork, the construction method is easy to operate, step
Rapid succinct, concrete formation works well, and smoothness disclosure satisfy that the requirement of clear-water concrete, not only increase efficiency of construction,
And ensured construction quality.
Brief description of the drawings
Fig. 1 is the stereogram of the hardened system of the Fiberglass in Round Column Formwork system of one embodiment of the invention；
Fig. 2 is the connection otic placode of one embodiment of the invention and the profile of annular anchor ear；
Fig. 3 is the Fiberglass in Round Column Formwork bottom of one embodiment of the invention and the annexation schematic diagram of hardened system；
Fig. 4 is Fig. 2 A-A profiles；
Fig. 5 is Fig. 2 B-B profiles；
Fig. 6 is the profile of the annular anchor ear junction of one embodiment of the invention.
Embodiment
Below in conjunction with the drawings and specific embodiments to the hardened system of Fiberglass in Round Column Formwork system proposed by the present invention and
Its construction method is described in further detail.According to following explanation and claims, advantages and features of the invention will more
It is clear.It should be noted that, accompanying drawing is using very simplified form and uses non-accurately ratio, only to convenient, apparent
Ground aids in illustrating the purpose of the embodiment of the present invention.
Embodiment one：Illustrate a kind of hardened system of Fiberglass in Round Column Formwork system of the present invention with reference to Fig. 1 to Fig. 6, should
It is semicircular template that Fiberglass in Round Column Formwork, which includes two sections, and above-mentioned hardened system includes some to being arranged at two semicircles
The connection otic placode 20 of the joint of shape template 10, the otic placode 1 and otic placode 2 22 of connection otic placode 20 are respectively and fixedly connected with two semicircles
The edge of template 10, and otic placode 1 and the bolt connection of otic placode 2 22；And some it is arranged at two semicircle outsides of templates 10
Annular anchor ear 30, and the openend bolt connection of annular anchor ear 30 so that two semicircle templates 10 splice and combine into one
Overall Fiberglass in Round Column Formwork.In addition, the top of each semicircle template 10 also sets two hangers 12 with convenient construction process
In lifting job.The present embodiment uses thickness for the 10mm semicircle template 10 of reinforced plastic plate processing, reinforced plastic plate
Depending on thickness need to be according to construction requirement, it is not construed as limiting herein.
The Fiberglass in Round Column Formwork of the present invention is that semicircular template splicing is formed by two sections, and semicircle template 10
For factory's patterning process, compared to whole glass steel formwork, two semicircular templates of transport and dismounting more facilitate.With
In fixed Fiberglass in Round Column Formwork hardened system by some connection otic placodes 20 for being fixed in two semicircle joints of template 10
And some annular anchor ears 30 for being arranged at two semicircle outsides of template 10 are constituted, connection otic placode 20 can be by two semicircle moulds
The cylindrical shape post mould of the bolt connection of plate 10 and then splicing as an entirety, concatenation is convenient and swift.To avoid fiberglass from justifying
Column template is deformed in the presence of concrete pressure, or even the phenomenon of quick-fried mould occurs, is also set in the outside of Fiberglass in Round Column Formwork
Contractile annular anchor ear 30 has been put, two semicircle templates 10 can have further been clamped, strengthen Fiberglass in Round Column Formwork and support
The intensity of lateral force resistance.Therefore, the setting of annular anchor ear 30 strengthens the integral rigidity of Fiberglass in Round Column Formwork so that concrete
Molding effect is good, and smoothness disclosure satisfy that the requirement of clear-water concrete, thus ensured fair-faced concrete cylindrical into quality
Amount.
As shown in Figure 4 and Figure 5, the otic placode 1 and otic placode 2 22 of connection otic placode 20 are made by the L-shaped steel in section,
The otic placode 1 and the preferred angle steel of otic placode 2 22 of the present embodiment are processed, certainly, also can select other similar section bars；In opposite directions
The otic placode 1 of setting and one side of otic placode 2 22 respectively with two semicircle bolt connections of template 10, and both another side spiral shells
Tether and connect so that two semicircle templates 10 are spliced into a columnar post mould, it is seen then that the said structure of connection otic placode 20 is more
It is easy to the assembly of Fiberglass in Round Column Formwork, and convenient material drawing.As shown in figure 1, the structural stability to strengthen connection otic placode 20,
Some triangle ribbed stiffeners are also associated with otic placode 1 and otic placode 2 22.
Please continue to refer to Fig. 4 and Fig. 5, to ensure being stably connected between connection otic placode 20 and Fiberglass in Round Column Formwork, half
The edge of circular shuttering 10 is also pasted with fiberglass lath 11 with the junction of connection otic placode 20, to strengthen the semicircle side of template 10
The intensity of edge.
As shown in Figure 4 and Figure 5, the bolt 24 in two neighboring connection otic placode 20 installation direction on the contrary, bolt 24 1 just
One reciprocal cross is mutually installed, and can prevent it from loosening so that the connection of Fiberglass in Round Column Formwork is more reliable and more stable；Incorporated by reference to Fig. 2, often
The installation direction of bolt 24 and steady pin 23 in individual connection otic placode 20 is opposite so that the connection of otic placode 1 and otic placode 2 22 is more
To be firm.
As shown in fig. 6, above-mentioned annular anchor ear 30 includes a flexible steel band 34, the two ends of flexible steel band 34 are provided with U-shaped groove
31, it is fixed in the cushion block 32 in U-shaped groove 31, and the cushion block 32 and U-shaped groove 31 through the two ends of annular anchor ear 30 and by ring
Shape anchor ear 30 is locked at the screw rod regulating part 33 on the outside of Fiberglass in Round Column Formwork, and the fixing end and flexible steel of screw rod regulating part 33
Band 34 is reliably connected using electric welding mode, and screw rod regulating part 33 is controlled and fiberglass by adjusting the diameter of annular anchor ear 30
The clamping degree of column-form.The present embodiment preferred size is 30mm × 3mm (width x thickness) flexible steel band 34, annular anchor ear 30
Surface need to scribble antirust paint.Cushion block 32 is made using steel in the present embodiment, can also not made herein using other materials such as timber
Limit.The U-shaped groove 31 of cushion block 32 is connected with because the openend of annular anchor ear 30 is provided with so that the end of annular anchor ear 30
Structural strength is enhanced, and then ensures that annular anchor ear 30 can clamp Fiberglass in Round Column Formwork, it is to avoid annular anchor ear 30 is open
End appearance such as deforms or be broken at the damage phenomenon.
Because the above-mentioned fastening joint location of annular anchor ear 30 is subject to the weak link of pulling force, therefore, two neighboring ring
The fastening joint of shape anchor ear 30 is preferably staggeredly arranged, and can play a part of tension.More preferably, it can connect the fastening of annular anchor ear 30
In 90 ° of angles between head and the piece of two semicircle templates 10, that is to say, that the fastening joint of annular anchor ear 30 and two and half
The piece of circular shuttering 10 makes annular anchor ear 30 and the stress weak part of Fiberglass in Round Column Formwork stagger completely in 90 ° of settings,
Enable to the clamping force of annular anchor ear 30 more stable, the splicing of Fiberglass in Round Column Formwork is more solid and reliable.
Please continue to refer to Fig. 4 and Fig. 5, the groove run through, T are provided with along the edge of the side of the semicircle short transverse of template 10
The bottom of shape sealing strip 50 is embedded and is bonded in above-mentioned groove, the top of T-shaped sealing strip 50 and the semicircle template 10 docked
The one end for being not provided with groove be brought into close contact, to ensure the seal of Fiberglass in Round Column Formwork seam, and the length of T-shaped sealing strip 50
Degree is equal with the height of Fiberglass in Round Column Formwork.The size of the present embodiment further groove：Width is 2.5mm, and depth is 3.5mm, groove
Intraoral side is with the semicircle inner side of template 10 at a distance of 3.8mm.The outer profile size of T-shaped sealing strip 50 is 10mm × 4mm (width x thickness), it
It is bonded in by seccotine in groove, the inner side of T-shaped sealing strip 50 should be with flushing on the inside of Fiberglass in Round Column Formwork, material to be bonded
Concatenation construction can be carried out after material solidification.As shown in figure 3, the bottom of Fiberglass in Round Column Formwork and the seam crossing of screed-coat are reserved with
10mm square notches, the notch is embedded in horizontal seal bar 60 and tightened up by annular anchor ear 30 and closed.Horizontal seal bar 60
Sectional dimension is 12mm × 20mm (high × wide), and horizontal seal bar 60 must be whole and be set along notch edges, horizontal seal bar
60 joint should not leave obvious gap before the banding of annular anchor ear 30.Above-mentioned T-shaped sealing strip 50 and horizontal seal bar 60 by
Silica gel or elastomeric material are made, and the setting of T-shaped sealing strip 50 and horizontal seal bar 60 can solve clear-water concrete leakage well
The problem of slurry, both are engaged with connection otic placode 20 and annular anchor ear 30 causes the hardened system of the present invention more to consolidate, can
Avoid occurring quick-fried mould phenomenon.
Embodiment two：As shown in figure 1, connection otic placode 20 is arranged at intervals, and annular anchor ear 30 is arranged at two adjacent companies
Between ear connecting plate 20, connection otic placode 20 is staggered with annular anchor ear 30 so that the clamping force suffered by Fiberglass in Round Column Formwork is more
Plus it is uniform, Fiberglass in Round Column Formwork overall structure is more stable.
Embodiment three：Illustrate the construction party of the hardened system of the Fiberglass in Round Column Formwork system of the present invention with reference to Fig. 1 to Fig. 6
Method, step is as follows：
First, after semicircle template 10 is marched into the arena, first reply is according to specification, the semicircle for processing double of circular shuttering of drawing 10
Situations such as smoothness of the inwall of template 10 and whether obvious flaw, carries out checking inspection, and confirmation meets can put into after processing request
Use, because every group of semicircle template 10 has uniqueness and upper and lower tropism, so every group of semicircle template 10 must after marching into the arena
Work it must be numbered, every piece of semicircle template 10 has an independent numbering, forbids to be gone here and there during assembly
Change and use, it is to be checked to meet after construction requirement every time using that must be checked before semicircle template 10 T-shaped sealing strip 50,
By two with group the horizontal of semicircle template 10 and be spliced into a cylindrical shape post mould；
The 2nd, alignment pin 23 in connection otic placode 20 is first installed, the smooth of Fiberglass in Round Column Formwork joined inside is then checked
Whether the straight situation (inner side of T-shaped sealing strip 50 should be concordant with the inner side of Fiberglass in Round Column Formwork) of degree and T-shaped sealing strip 50
Meet construction requirement, connection otic placode 20 described in bolt connection again after confirmation meets the requirements；
3rd, install annular anchor ear 30 additional between two connection otic placodes 20, the annular anchor ear 30 is locked at cylindrical shape post
The outside of mould, after annular anchor ear 30 is all tightened up, should once be fastened again to the bolt in connection otic placode 20, and then be completed
The assembly of Fiberglass in Round Column Formwork.
The construction method of the hardened system of the Fiberglass in Round Column Formwork system of the present invention, first, will be by factory's patterning process
Two semicircle horizontal of template 10 and be spliced into a cylindrical shape post mould, then bolt connection connection otic placode 20, finally, in cylinder
Annular anchor ear 30 is installed additional on the outside of shape post mould to clamp, and then completes the assembly of Fiberglass in Round Column Formwork, the construction method operation side
Just, step is succinct, and concrete formation works well, and smoothness disclosure satisfy that the requirement of clear-water concrete, not only increases construction
Efficiency, and ensured construction quality.
Also include step 4 after above-mentioned steps three, before Fiberglass in Round Column Formwork is in place, in Fiberglass in Round Column Formwork
Side carries out cleaning, and the vestiges such as paint, rust stain must not be left on the inside of the Fiberglass in Round Column Formwork after cleaning, then upper to be stripped
Agent, releasing agent uses refined oil, applies to use to wipe to template face without fiber cloth after brushing one times and does not hang oil；Then, by fiberglass cylinder
Formwork hoisting is in place, and the axial location to Fiberglass in Round Column Formwork and direction progress adjustment, and confirmation carries out glass after meeting the requirements
The fixation of glass steel column-form bottom and perpendicularity correction.
Also include step 5 after above-mentioned steps four, antiseep plugging construction carried out in the bottom of Fiberglass in Round Column Formwork,
Horizontal seal bar 60 is embedded in the reserved notch of the seam crossing of Fiberglass in Round Column Formwork bottom and screed-coat and by annular anchor ear
30 are tightened up and are closed, and annular anchor ear 30 should be finally checked the sealing of horizontal seal bar 60 after clamping, as discovery has
Gap and leak source are constructed again after should removing.
Then, the reinforcing bar in colligation fair-faced concrete cylindrical to be poured, using the zinc-plated tied silks of 20# or 22#, each reinforcing bar is handed over
Crunode all should colligation, metal binding wire must not less than two circle, clasp and tail end are preferably towards the inner side of member section, and wire-tie must not surpass
Go out 1.5 times of tied silk diameters on the outside of stirrup, finally, carry out concrete pouring construction.
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, modification that the those of ordinary skill in bright field does according to the disclosure above content, belong to right.
Claims (11)
1. the hardened system of Fiberglass in Round Column Formwork system, it is semicircular mould that the Fiberglass in Round Column Formwork, which includes two sections,
Plate, it is characterised in that including：
Some connection otic placodes to being arranged at two semicircle template joints, two points of the otic placode one and otic placode of the connection otic placode
The edge of two semicircle templates, and the otic placode one and the bolt connection of the otic placode two are not fixed in；
And some annular anchor ears being arranged on the outside of two semicircle templates, and the opening terminal bolt of the annular anchor ear
Connection so that two semicircle template splicings are combined into the Fiberglass in Round Column Formwork of an entirety.
2. the hardened system of Fiberglass in Round Column Formwork system according to claim 1, it is characterised in that：The connection otic placode
Otic placode one and otic placode two be made by the L-shaped steel in section, the otic placode one being oppositely arranged and the one of the otic placode two
Side respectively with two semicircle template bolt connections, the another side bolt connection of the otic placode one and the otic placode two.
3. the hardened system of Fiberglass in Round Column Formwork system according to claim 1, it is characterised in that：The semicircle mould
The edge of plate and the junction of the connection otic placode are also pasted with fiberglass lath.
4. the hardened system of Fiberglass in Round Column Formwork system according to claim 1, it is characterised in that：It is two neighboring described
The installation direction of bolt in connection otic placode is on the contrary, the installation direction phase of the bolt and steady pin in each connection otic placode
Instead.
5. the hardened system of Fiberglass in Round Column Formwork system according to claim 1, it is characterised in that：The annular anchor ear
Including a flexible steel band, the two ends of the flexible steel band, which are provided with U-shaped groove, the U-shaped groove, is connected with cushion block, and runs through
The annular anchor ear is simultaneously locked at the fiberglass cylinder mold by the cushion block at the annular anchor ear two ends and the U-shaped groove
Screw rod regulating part on the outside of plate.
6. the hardened system of Fiberglass in Round Column Formwork system according to claim 1 or 2, it is characterised in that：The annular
The two ends of anchor ear, which have, is connected with reinforcement block in U-shaped groove, the U-shaped groove, split bolt runs through the annular anchor ear two ends
Reinforcement block and U-shaped groove the annular anchor ear is locked to the outside of the Fiberglass in Round Column Formwork.
7. the hardened system of Fiberglass in Round Column Formwork system according to claim 1, it is characterised in that：It is two neighboring described
The fastening joint of annular anchor ear is staggeredly arranged.
8. the hardened system of Fiberglass in Round Column Formwork system according to claim 1, it is characterised in that：The annular anchor ear
Fastening joint and two semicircle templates piece between in 90 ° of angles.
9. the hardened system of Fiberglass in Round Column Formwork system according to claim 1, it is characterised in that：Along the semicircle
The edge of the side in form height direction is provided with the groove run through, and the bottom of T-shaped sealing strip is embedded and is bonded in the groove,
The top of the T-shaped sealing strip is brought into close contact with the one end for being not provided with groove for the semicircle template docked, and the T-shaped
The length of sealing strip is equal with the height of the Fiberglass in Round Column Formwork, the bottom of the Fiberglass in Round Column Formwork and screed-coat
Seam crossing is reserved with a notch, and the notch is embedded in horizontal seal bar and tightened up by the annular anchor ear and closed, the T
Shape sealing strip and the horizontal seal bar are made by silica gel or elastomeric material.
10. the hardened system of the Fiberglass in Round Column Formwork system according to any one of claim 1 to 9, it is characterised in that：Institute
Connection otic placode interval setting is stated, and the annular anchor ear is arranged between two adjacent connection otic placodes.
11. the construction method of the hardened system of Fiberglass in Round Column Formwork system as described in any one of claim 1 to 10, step is such as
Under：
First, by two semicircle template horizontal and it is spliced into a cylindrical shape post mould；
The 2nd, alignment pin in connection otic placode is first installed, the flat of the Fiberglass in Round Column Formwork joined inside is then reviewed and validate
The straight situation of whole degree and T-shaped sealing strip is met after construction requirement, then connection otic placode described in bolt connection；
3rd, install annular anchor ear additional between two connection otic placodes, the annular anchor ear is locked at the outer of cylindrical shape post mould
Side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710259205.5A CN107023164A (en) | 2017-04-20 | 2017-04-20 | The hardened system and its construction method of Fiberglass in Round Column Formwork system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710259205.5A CN107023164A (en) | 2017-04-20 | 2017-04-20 | The hardened system and its construction method of Fiberglass in Round Column Formwork system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN107023164A true CN107023164A (en) | 2017-08-08 |
Family
ID=59528026
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710259205.5A Pending CN107023164A (en) | 2017-04-20 | 2017-04-20 | The hardened system and its construction method of Fiberglass in Round Column Formwork system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107023164A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110424730A (en) * | 2019-07-29 | 2019-11-08 | 中国十七冶集团有限公司 | A kind of anti-overflowing card slot type column-form and construction method |
| CN110606289A (en) * | 2018-05-28 | 2019-12-24 | 森源汽车股份有限公司 | Tank body manufacturing method of tank truck and tank body |
| CN111335408A (en) * | 2020-03-13 | 2020-06-26 | 福建利河伯科技有限公司 | Assembled water tank |
| CN112627513A (en) * | 2020-12-11 | 2021-04-09 | 中国二十冶集团有限公司 | Cast-in-place cylindrical shaped steel template and construction method thereof |
| WO2021212750A1 (en) * | 2020-04-21 | 2021-10-28 | Yin Shiping | Tre-based assembled permanent cylindrical formwork and manufacturing method therefor |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20080072510A1 (en) * | 2006-09-21 | 2008-03-27 | Sound Footings, Llc | Concrete column forming assembly |
| CN201202273Y (en) * | 2008-05-31 | 2009-03-04 | 梁希奎 | Radial extensible glass fibre reinforced plastic cylinder formwork |
| CN203726838U (en) * | 2013-12-23 | 2014-07-23 | 陕西兴瑞达复合材料有限公司 | Manufacturing mold for integral tank body |
| CN204492187U (en) * | 2014-12-29 | 2015-07-22 | 中国建筑第六工程局有限公司 | A kind of for the sealing locating device bottom concrete wall template |
| CN204826624U (en) * | 2015-05-29 | 2015-12-02 | 中国建筑第五工程局有限公司 | Can quick cylinder stereotype plate device of installing for civil engineering |
| CN105649327A (en) * | 2015-03-16 | 2016-06-08 | 中国建筑第四工程局有限公司 | Method for pouring concrete outside steel pipe columns by using semicircular templates |
| CN206957211U (en) * | 2017-04-20 | 2018-02-02 | 上海建工集团股份有限公司 | The hardened system of Fiberglass in Round Column Formwork system |
-
2017
- 2017-04-20 CN CN201710259205.5A patent/CN107023164A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20080072510A1 (en) * | 2006-09-21 | 2008-03-27 | Sound Footings, Llc | Concrete column forming assembly |
| CN201202273Y (en) * | 2008-05-31 | 2009-03-04 | 梁希奎 | Radial extensible glass fibre reinforced plastic cylinder formwork |
| CN203726838U (en) * | 2013-12-23 | 2014-07-23 | 陕西兴瑞达复合材料有限公司 | Manufacturing mold for integral tank body |
| CN204492187U (en) * | 2014-12-29 | 2015-07-22 | 中国建筑第六工程局有限公司 | A kind of for the sealing locating device bottom concrete wall template |
| CN105649327A (en) * | 2015-03-16 | 2016-06-08 | 中国建筑第四工程局有限公司 | Method for pouring concrete outside steel pipe columns by using semicircular templates |
| CN204826624U (en) * | 2015-05-29 | 2015-12-02 | 中国建筑第五工程局有限公司 | Can quick cylinder stereotype plate device of installing for civil engineering |
| CN206957211U (en) * | 2017-04-20 | 2018-02-02 | 上海建工集团股份有限公司 | The hardened system of Fiberglass in Round Column Formwork system |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110606289A (en) * | 2018-05-28 | 2019-12-24 | 森源汽车股份有限公司 | Tank body manufacturing method of tank truck and tank body |
| CN110424730A (en) * | 2019-07-29 | 2019-11-08 | 中国十七冶集团有限公司 | A kind of anti-overflowing card slot type column-form and construction method |
| CN110424730B (en) * | 2019-07-29 | 2021-08-24 | 中国十七冶集团有限公司 | Anti-overflow slurry clamping groove type cylindrical formwork and construction method |
| CN111335408A (en) * | 2020-03-13 | 2020-06-26 | 福建利河伯科技有限公司 | Assembled water tank |
| WO2021212750A1 (en) * | 2020-04-21 | 2021-10-28 | Yin Shiping | Tre-based assembled permanent cylindrical formwork and manufacturing method therefor |
| CN112627513A (en) * | 2020-12-11 | 2021-04-09 | 中国二十冶集团有限公司 | Cast-in-place cylindrical shaped steel template and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107023164A (en) | The hardened system and its construction method of Fiberglass in Round Column Formwork system | |
| CN104912321B (en) | Steel truss formwork support structure for suspended structure and installing method of steel truss formwork support structure | |
| CN103790379B (en) | In contrary sequence method without the construction method of connected node between beam slab and cap | |
| CN107964948A (en) | A kind of super-large diameter pin-connected panel hollow pile and its joining method | |
| CN206957211U (en) | The hardened system of Fiberglass in Round Column Formwork system | |
| CN107100644A (en) | A kind of Shield-bored tunnels longitudinal rigidity reinforcing structure and its construction method | |
| CN104153573B (en) | V-type cylinder concrete pour mould and construction method | |
| CN108867398B (en) | Construction method of bridge construction ultra-small-space double-limb pier stud | |
| CN103741949B (en) | Treatment of juncture between vertical structure and horizontal structure | |
| CN105649327A (en) | Method for pouring concrete outside steel pipe columns by using semicircular templates | |
| CN212563272U (en) | Induced seam department steel limit rubber waterstop mounting structure of tunnel | |
| CN207211532U (en) | Connector | |
| CN105735308A (en) | Prestressed pipe pile | |
| CN102619338A (en) | Construction method for pre-stressed tendon of ultra-long ring beam | |
| CN111271096A (en) | Tunnel induced seam steel edge rubber water stop mounting structure and method | |
| CN213742283U (en) | Template assembly for connecting frame cylinder and shear wall | |
| CN205387787U (en) | Novel steel bar connection sleeve | |
| CN104831921B (en) | The circumferential band to pull bar is not required to for the square column template of fixing concrete | |
| CN204081482U (en) | V-type cylinder transposition section concreting mould | |
| CN111535173A (en) | Bridge wet joint connecting structure and connecting method | |
| CN209817431U (en) | Assembling and fastening tool for formwork in concrete frame structure | |
| CN207244479U (en) | Culvert pipe deformation joint termination sizing mould bases | |
| CN202787969U (en) | Cylindrical template | |
| CN107604817A (en) | Cable-stayed bridge profile single-side post tower section construction method | |
| CN204691238U (en) | A kind of steel truss formwork support structure for hanging structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170808 |