CN110107078A - Beam column built from concrete pours framed and its installation method - Google Patents
Beam column built from concrete pours framed and its installation method Download PDFInfo
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- CN110107078A CN110107078A CN201910398739.5A CN201910398739A CN110107078A CN 110107078 A CN110107078 A CN 110107078A CN 201910398739 A CN201910398739 A CN 201910398739A CN 110107078 A CN110107078 A CN 110107078A
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- composite shuttering
- bottom layer
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- 239000004567 concrete Substances 0.000 title claims abstract description 25
- 238000009434 installation Methods 0.000 title claims abstract description 23
- 238000000034 method Methods 0.000 title claims abstract description 13
- 239000002131 composite material Substances 0.000 claims abstract description 74
- 238000009416 shuttering Methods 0.000 claims abstract description 72
- 238000005452 bending Methods 0.000 claims abstract description 31
- 238000004513 sizing Methods 0.000 claims description 12
- 238000010586 diagram Methods 0.000 claims description 10
- 229910000831 Steel Inorganic materials 0.000 claims description 8
- 239000010959 steel Substances 0.000 claims description 8
- 229920000122 acrylonitrile butadiene styrene Polymers 0.000 claims description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 7
- 150000001875 compounds Chemical class 0.000 claims description 6
- 238000009415 formwork Methods 0.000 claims description 5
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 4
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 4
- 241001330002 Bambuseae Species 0.000 claims description 4
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 4
- 239000011425 bamboo Substances 0.000 claims description 4
- 239000002184 metal Substances 0.000 claims description 4
- 230000002787 reinforcement Effects 0.000 claims description 4
- 229920000297 Rayon Polymers 0.000 claims description 3
- 239000003292 glue Substances 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 2
- 230000000630 rising effect Effects 0.000 claims 1
- 238000004519 manufacturing process Methods 0.000 abstract description 9
- 238000010276 construction Methods 0.000 abstract description 4
- 239000000463 material Substances 0.000 description 7
- 238000000465 moulding Methods 0.000 description 5
- 239000002699 waste material Substances 0.000 description 2
- 239000002023 wood Substances 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 208000002925 dental caries Diseases 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 235000012054 meals Nutrition 0.000 description 1
- 238000002844 melting Methods 0.000 description 1
- 230000008018 melting Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 229920003023 plastic Polymers 0.000 description 1
- 239000004033 plastic Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000012797 qualification Methods 0.000 description 1
- 238000011084 recovery Methods 0.000 description 1
- 238000004064 recycling Methods 0.000 description 1
- 238000010008 shearing 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/001—Corner fastening or connecting means for forming or stiffening elements
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
- E04G9/083—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up which are foldable
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- 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)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention discloses a kind of beam column built from concrete to pour framed and its installation method, described framed by one piece there is composite shuttering flexible to be bent into surround after round or polygon or rectangle and form or be spliced by least two pieces of composite shuttering bending cambers or U-shaped or L shape or polygon, the composite shuttering is made of a flexible bottom layer with the enhancement layer for being fixedly mounted on the flexible bottom layer back side, and the hard square item that the enhancement layer is affixed by muti-piece side forms；It is spaced in multiple hard square outer end faces and multiple U-shaped buttons is installed, the U-shaped button opening side is fixedly mounted in hard square item, and it is arranged as multiple rows of, U-shaped detain of each row forms a curved channel between enhancement layer, each is in conplane curved channel and is interspersed with the shaped element that a length is greater than curved channel.The beam column built from concrete that the present invention obtains pours that framed and its installation method service life is high, installation strength is high, production and easy for construction, and can satisfy a variety of profiled template installation requirements.
Description
Technical field
The present invention relates to a kind of templates, and in particular to a kind of beam column built from concrete pours framed and its installation method.
Background technique
Currently, require to unify layer plank sheathing in steel reinforcement cage periphery when pouring pile crown, beam column or shear wall,
It is formed framed, and after forming beam column to framed interior casting concrete, removes plank sheathing.In general, framed plank sheathing needs
Construction personnel scene is according to the size cutting panels of wood of pile crown, beam column or shear wall, and in one layer of the template external application wooden a tree, used in making timber for boats and reinforcing bar pair
Template is reinforced.Above-mentioned framed set-up mode is time-consuming, and the template that can only meet a kind of specification uses, versatility compared with
Difference, to the waste of timber also than more serious in manufacturing process.
For the universal performance for improving template, China State Intellectual Property Office disclosed a kind of adjustable on November 30th, 2018
The pile crown plank sheathing and pile crown template fixed system of radian are saved, which includes stencil body, in the back of stencil body
Face interval is equipped with multiple vertical grooves along the setting of its short transverse, and the stencil body can be in the case where external force be pulled with any one
A vertical groove is that axle center bending is arc-shaped or round.Set multiple vertical cavitys are its bending in template during this is framed
Advantage, but the intensity in order to guarantee entire stencil body are provided, while avoiding in bending process template with vertical recessed
Slot part fractures, and when bending needs more people to cooperate, and bending is more painstaking, and it is more difficult to be formed, can only meet circular columns or
The use of pile crown template can have the difficulty that fractures or be formed if applied in rectangle or other anisotropic templates.
In addition, also higher to the production requirement of vertical groove, qualification rate is difficult guaranteed when the template construct of this structure.And in order to
Meeting its purpose for being easy bending, the thickness of the template can not be too thick, thus it is lower in intensity, it needs during installation at it
The inner template of layer is inside set, and improves its thickness in its wooden a tree, used in making timber for boats of one layer of outer setting, it is made to meet the strength demand of template, this
Sample there is waste timber, and the problem that working procedure is more.
For these reasons, application human desires designs that a kind of service life is high, installation strength is high, production and easy for construction, and
Can satisfy a variety of profiled template installation requirements beam column pour it is framed.
Summary of the invention
In view of the above shortcomings of the prior art, the technical problems to be solved by the present invention are: how to provide a kind of using the longevity
Life is high, installation strength is high, production and easy for construction, and the beam column that can satisfy a variety of profiled template installation requirements pour it is framed.
In order to solve the above-mentioned technical problem, present invention employs the following technical solutions:
A kind of beam column built from concrete pour it is framed, including the framed of matching beam column contour structures, which is characterized in that described framed by one
Block surrounds after there is composite shuttering flexible to be bent into round or polygon or rectangle to be formed or by least two pieces of composite shuttering foldings
Embowment or U-shaped or L shape or polygon are spliced, and the composite shuttering is by a flexible bottom layer and is fixedly mounted on flexible bottom
The enhancement layer composition at the layer back side, the flexible bottom layer is in rectangle, and width direction of the enhancement layer by muti-piece along flexible bottom layer is erected
It is formed to the hard square item of setting, adjacent hard square side is affixed or the gap with 0.1-2mm；Outside multiple hard square items
End face, which is spaced, is equipped with multiple U-shaped buttons, and U-shaped button opening side is fixedly mounted in hard square item, and be arranged as it is multiple rows of,
U-shaped detain of each row forms a curved channel between enhancement layer, each is in conplane curved channel interspersed
There is a length to be greater than the shaped element of curved channel.Both had in this way, being formed by composite shuttering using flexible bottom layer and enhancement layer
There is certain flexibility, can arbitrarily be bent into various shape, meets various special-shaped installation requirements for composite shuttering and provide favorably
Condition, and hard square item is formed by enhancement layer and is made of hard material, intensity with higher, meets the pressure resistance of template
Degree.Since flexible bottom layer is flexible material, therefore it may only be necessary to the power of very little can be achieved with bending, can bending repeatedly without
Produce fracture, meanwhile, after flexible material bending also can fast quick-recovery original shape, next use will not be impacted.It is set
The U-shaped button set can be when in use and after shaped element cooperation, and it is in rectangle, L shape, U-shaped or more that the composite shuttering after bending, which is formed,
Side shape or arc, and after composite shuttering molding, adjacent two shaped element is fixed together with fastener or bolt, is realized to framed
Shape and reinforce.Flexible bottom layer be formed by after being fixedly connected with hard material Flexible formwork assembly production when it is also more convenient,
The two need to be only connected and fixed, manufacture difficulty is small, meanwhile, the thickness of hard material can carry out according to requirements
Setting, thickness will not have an impact the bending of template.
Further, the flexible bottom layer is front in the rubber layer of smooth shape or flexible ABS plastic layer.In this way, compound
The one side that template is bonded with concrete layer is shiny surface, can facilitate its demoulding.Meanwhile the composite shuttering made of above-mentioned material
With preferable wearability, it can be further ensured that the service life of flexible bottom layer, and this material is not easy to be stained with concrete, even if
It is stained with after also capable of rapidly being rinsed after concrete and reuses, and then provide advantage for composite shuttering recycling.Separately
Outside, rubber and plastics all have a preferable airtightness, and good airproof performance when molding is not easy spillage.
Further, the hard square item is made using the wooden a tree, used in making timber for boats or hard ABS plastic.In this way, the wooden a tree, used in making timber for boats have lightweight,
Feature with high hardness can be convenient for the installation of template, moreover it is possible to meet the requirement of template compression strength.Hard ABS plastic has preferable
Intensity, additionally it is possible to be fixed together with flexible bottom layer by hot melting way, connection structure is very firm.
Further, the left and right sides of the flexible bottom layer is stretched out outside the two hard square items for facing side.In this way, in molding
The flexible bottom layer part of stretching can be overlapped on the flexible bottom layer of the other end, can mortar leakage prevention phenomenon generation.
Further, wherein one end is placed on the inside of the hard square item for facing side at left and right sides of the flexible bottom layer, and the other end is stretched
The width for facing outside the hard square item on side out, and stretching out with to be placed in inner opposite end equal to the spacing between hard square outer end, it is soft
The left and right sides side of property bottom is inclined-plane.In this way, when composite shuttering surrounds or two adjacent mould composite shutterings connect, connection
Place fits closely, and is in smooth shape after being bonded, so that the beam column or shearing metope after pouring molding are also relatively smooth.
Further, the shaped element is the wooden a tree, used in making timber for boats or metal strip or bamboo cane or reinforcing bar or sizing steel plate strip.In this way, using wood
When a tree, used in making timber for boats or reinforcing bar or metal strip are as shaped element, hardness is good, and intensity is high, can be improved framed intensity, prevents concrete from pouring
Rise mould after building, and is reinforced without one layer of wooden a tree, used in making timber for boats or reinforcing bar are arranged again.And sizing steel plate strip or bamboo cane is used to be used as shaped element
When, intensity is slightly lower, and the later period needs to be arranged again one layer of wooden a tree, used in making timber for boats or reinforcing bar is reinforced again.
Further, the flexible bottom layer with a thickness of 5mm-10mm, hard square item with a thickness of 10mm-15mm.In this way,
The thickness of flexible bottom layer and hard square item is moderate, can either meet the needs of bending, the intensity with higher also after molding.
Further, pass through the connection that is adhesively fixed between the hard square item and flexible bottom layer.In this way, passing through the side of bonding
Formula fixes the two, and fixed form is simple, quick, low manufacture cost.
A kind of beam column built from concrete pours framed installation method, which comprises the steps of: S1, according to beam column
Shape and size, beam column is drawn using CAD and pours framed structural schematic diagram, when drafting, if the beam column to be poured is more
The junction of composite shuttering need to be arranged between two adjacent corners for side shape or rectangle；S2 is poured according to the beam column drawn in S1
Mold frame structure schematic diagram is built, the sum of one piece of width composite shuttering equal with beam column perimeter or muti-piece width and beam column week are made
Long equal composite shuttering, the composite shuttering are as described above；S3, according to beam column formwork for placing structural schematic diagram, by compound die
After shape and size required for plate is bent into, every U-shaped button of row on every piece of composite shuttering is passed through with shaped element and is formed by arc
Composite shuttering is tentatively formed by channel；Composite shuttering after sizing is hung and is close to beam column steel reinforcement cage by S4, forms a closing
It is framed, and after composite shuttering junction is fixed together with viscose glue, shaped element connecting pin is fixed together.In this way, will
After the bending part of composite shuttering is arranged between two adjacent corners, the bending part of composite shuttering is opposite with framed corner
It answers, and corner is the place for being easiest to spillage occur, after being arranged in this way, can reduce the spillage of beam column corner, improves beam column
Forming Quality.In addition, framed installation steps are few, the wrap direction of framed middle composite shuttering is simple, quick, can be improved beam
The framed installation effectiveness of column.
Further, shaped element need to match or be of a straight line type with the shape after each piece of composite module bending in S3.In this way,
When after composite shuttering bending in rectangle or polygon or L shape or U-shaped, that is, the shaped element of the straight shape of multiple length can be used to compound die
Plate sizing.When composite shuttering bending after it is arc-shaped or round when, then need for shaped element to be made as in advance with after the composite shuttering bending
The pattern that shape matches, so that shaped element is bonded completely with the composite shuttering after bending.
Compared with prior art, the beam column built from concrete that the present invention obtains pours framed and its installation method with following excellent
Point:
1, surround or be spliced after the framed bending using composite shuttering, and the flexible bottom layer of composite shuttering have it is pliable, make
The characteristics of with service life height, Yi Huifu, so that its installation is very convenient, meanwhile, the hard square intensity height on composite shuttering can
Meet the requirement of template strength.
2, it is formed by framed intensity height after composite shuttering and shaped element cooperation, can satisfy most framed intensity needs
It asks, no longer needs to that enhancement layer is arranged in outer layer, reduce framed installation steps.
Detailed description of the invention
Fig. 1 be embodiment in it is framed be in rectangle when mounting structure schematic diagram；
Fig. 2 is the deployed configuration schematic diagram of composite shuttering in embodiment；
Fig. 3 is the side sectional view of composite shuttering in embodiment.
In figure: composite shuttering 1, flexible bottom layer 11, hard square item 12, U-shaped button 13, curved channel 14, shaped element 2.
Specific embodiment
Present invention will be further explained below with reference to the attached drawings and examples.
Embodiment:
As shown, it includes the framed of matching beam column contour structures that beam column built from concrete provided in this embodiment, which pours framed, it is described
It is framed be bent into U-shaped by two pieces of composite shutterings 1 after be spliced, the composite shuttering 1 by a flexible bottom layer 11 and be fixedly mounted
Enhancement layer at 11 back side of flexible bottom layer forms, and the flexible bottom layer 11 is in rectangle, and the enhancement layer is by muti-piece along flexible bottom layer
The vertically arranged hard square item 12 of 11 width direction forms, and adjacent 12 side of hard square item is affixed；Add in every piece of composite shuttering 1
The outer end face of strong layer, which is spaced, is equipped with multiple U-shaped buttons 13, and the U-shaped 13 opening side of button is fixedly mounted on hard square item 12
It is interior, and it is arranged as multiple rows of, a curved channel 14 is formed between the U-shaped button 13 of each row and enhancement layer, each is in same flat
Be interspersed in the curved channel 14 in face a length greater than curved channel 14 shaped element 2(i.e. each piece of composite shuttering 1 on set
There are multiple rows of three shaped elements 2 being mutually permanently connected).In the specific implementation, it is trapezoidal that section can be used in above-mentioned hard square item 12
Or the rigid support item of triangle replaces.Meanwhile the composite shuttering 1 in the present embodiment can be prefabricated in the factory, it can also scene
It is made of dead meal, further reduced cost.
In specific implementation, for convenient for bending, settable one between the adjacent two hard square item 12 of every piece of composite shuttering
Gap between 0.1-2mm.Certainly, enhancement layer is easy displacement before no sizing after being arranged in this way, and intensity also can be lower.Therefore
When implementing, which can be positioned only to bending part, the intensity of composite shuttering 1 had not only been will not influence in this way, but also be convenient for bending, and be
Shaped element 2 provides larger operating space in bending part.The setting of the interval of hard square item 12 is made, it can be at 11 back side of flexible bottom layer, edge
Its width direction can set multiple for installing the through slot of hard square item 12.Through slot can install indicating positions for hard square item 12,
And it can prevent from making hard square item 12 fall off because deformation is excessive by it in through slot.
Specifically, above-mentioned flexible bottom layer 11 is front in the rubber layer of smooth shape or flexible ABS plastic layer, hard square item 12
It is made using the wooden a tree, used in making timber for boats or hard ABS plastic.Flexible bottom layer 11 is having a size of 1830*1015*8(mm in the present embodiment), hard
The size of square item 12 is 1830*100*12(mm), in the prior art, the specification of beam column is generally divided into 600*600,800*800
Etc. several specifications, after the width of hard square item 12 is set as 100mm, in specific implementation, so that it may which selection is wanted according to demand
Using the quantity of hard square item 12, which also can fill into smaller compound die in the case where existing composite shuttering width is inadequate
Plate is directly cut when filling into, without measuring and calculating.
To improve the sizing intensity after framed assembling, the spacing control in the present embodiment between the adjacent U-shaped button 13 of two rows exists
100mm-200mm is located at 13 spacing away from 1 outer of composite shuttering of two rows of U-shaped buttons of top and bottom end in each piece of composite shuttering 1
For 310mm.
For the ease of being attached to two neighboring composite shuttering 1, the left and right sides of flexible bottom layer 11, which is stretched out, faces side
Outside two hard square items 12, by the way that overlapped, mode is connected and fixed.It certainly, in the specific implementation, can be by flexible bottom layer 11 or so two
Wherein one end is placed in 12 inside of hard square item for facing side, the width that other end stretching is faced outside the hard square item 12 on side, and stretched out for side
Equal to the spacing between 12 outer end of hard square item with inner opposite end is placed in, the left and right sides side of flexible bottom layer 11 is oblique
Face.After being arranged in this way, for 1 junction of composite shuttering there is no protrusion, the beam column end face of formation is more smooth.
Shaped element 2 employed in the present embodiment is the wooden a tree, used in making timber for boats, when specific implementation can be used metal strip or bamboo cane or reinforcing bar or
Sizing steel plate strip.
In the present embodiment flexible bottom layer 1 with a thickness of 8mm, hard square item 2 with a thickness of 12mm.The Flexible formwork assembly of the thickness
It can satisfy the strength demand of all cylinder templates.
Flexible bottom layer 11 in the present embodiment is made of rubber, and hard square item 12 is using the wooden a tree, used in making timber for boats production, hard square item 12
It is connect between flexible bottom layer 11 by being adhesively fixed.
Above-mentioned beam column built from concrete pours framed installation method and includes the following steps: S1, according to the shape and size of beam column,
Beam column is drawn using CAD and pours framed structural schematic diagram, when drafting, if the beam column to be poured is polygon or rectangle, need
The junction of composite shuttering is arranged between two adjacent corners；S2 pours mold frame structure according to the beam column drawn in S1 and shows
It is intended to, makes compound equal with beam column perimeter of the sum of one piece of width composite shuttering equal with beam column perimeter 1 or muti-piece width
Template 1, the composite shuttering 1 is as described above；Composite shuttering 1 is bent into institute according to beam column formwork for placing structural schematic diagram by S3
After the shape and size needed, every U-shaped button 13 of row on every piece of composite shuttering 1 is passed through with shaped element and is formed by curved channel 14,
Composite shuttering 1 is tentatively formed；Composite shuttering 1 after sizing is hung and is close to beam column steel reinforcement cage by S4, forms a closed mould
Frame, and after 1 junction of composite shuttering is fixed together with viscose glue, 2 connecting pin of shaped element is fixed together.
In S3, when composite shuttering 1 will be bent to L shape or rectangle or U-shaped or polygon, shaped element 2 is of a straight line type, sizing
The outer end of part 2 is slightly stretched out outside the composite shuttering 1 after bending.When 1 bending of composite shuttering is arc-shaped or round, this is needed will sizing
Part 2 be made as in advance with the pattern that shape matches after composite shuttering bending, and at this moment the length of shaped element 2 should be greater than composite shuttering 1
2 end of shaped element is locked by the width after expansion, the outside bending in end by screw bolt and nut.
Finally, it should be noted that technical side the above examples are only used to illustrate the technical scheme of the present invention and are not limiting
Case, although applicant describes the invention in detail referring to preferred embodiment, those skilled in the art should be managed
Solution, modification or equivalent replacement of the technical solution of the present invention are made for those, without departing from the objective and range of the technical program,
It is intended to be within the scope of the claims of the invention.
Claims (10)
1. a kind of beam column built from concrete pour it is framed, including matching beam column contour structures it is framed, which is characterized in that it is described it is framed by
One piece there is composite shuttering flexible (1) to be bent into round or polygon or rectangle after surround and form or by least two pieces of compound dies
Plate (1) bending camber or U-shaped or L shape or polygon are spliced, and the composite shuttering (1) is by a flexible bottom layer (11) and admittedly
Enhancement layer of the Dingan County mounted in flexible bottom layer (11) back side forms, and the flexible bottom layer (11) is in rectangle, and the enhancement layer is by muti-piece
Along the width direction of flexible bottom layer (11) it is vertically arranged hard square item (12) composition, adjacent hard square item (12) side be affixed or
Gap with 0.1-2mm；It is spaced and at least two U-shaped buttons is installed in part or each hard square item (12) outer end face
(13), U-shaped button (13) the opening side is fixedly mounted in hard square item (12), and is arranged as multiple rows of, each U-shaped button of row
(13) curved channel (14) is formed between enhancement layer, each is in interspersed in conplane curved channel (14)
There is a length to be greater than the shaped element (2) of curved channel (14).
2. beam column built from concrete according to claim 1 pours framed, which is characterized in that the flexible bottom layer (11) is front
Rubber layer or flexible ABS plastic layer in smooth shape.
3. beam column built from concrete according to claim 1 or 2 pours framed, which is characterized in that the hard square item (12) is adopted
It is made with the wooden a tree, used in making timber for boats or hard ABS plastic.
4. beam column built from concrete according to claim 3 pours framed, which is characterized in that the left and right of the flexible bottom layer (11)
Two sides, which are stretched out, faces the two hard square items (12) on side outside.
5. beam column built from concrete according to claim 3 pours framed, which is characterized in that flexible bottom layer (11) left and right two
Wherein one end is placed on the inside of the hard square item (12) for facing side for side, and other end stretching faces the hard square item (12) on side outside, and stretch out
Width be placed in inner opposite end to the spacing between hard square item (12) outer end equal, the left and right sides side of flexible bottom layer (11)
It is inclined-plane.
6. beam column built from concrete according to claim 4 or 5 pours framed, which is characterized in that the shaped element (2) is the wooden a tree, used in making timber for boats
Or metal strip or bamboo cane or reinforcing bar or sizing steel plate strip.
7. beam column built from concrete according to claim 6 pours framed, which is characterized in that the thickness of the flexible bottom layer (11)
For 5mm-10mm, hard square item (12) with a thickness of 10mm-15mm.
8. beam column built from concrete according to claim 7 pours framed, which is characterized in that the hard square item (12) and flexibility
Pass through the connection that is adhesively fixed between bottom (11).
9. a kind of beam column built from concrete pours framed installation method, which comprises the steps of: S1, according to beam column
Shape and size draw beam column using CAD and pour framed structural schematic diagram, when drafting, if the beam column to be poured is polygon
The junction of composite shuttering need to be arranged between two adjacent corners for shape or rectangle；S2 is poured according to the beam column drawn in S1
Mold frame structure schematic diagram makes the sum of one piece of width composite shuttering equal with beam column perimeter (1) or muti-piece width and beam column week
Long equal composite shuttering (1), the composite shuttering (1) is as described in claim 4 or 5；S3, according to beam column formwork for placing structure
Schematic diagram is passed through on every piece of composite shuttering (1) after composite shuttering (1) is bent into required shape and size with shaped element
Every U-shaped button (13) of row is formed by curved channel (14), and composite shuttering (1) is tentatively formed；S4, by the composite shuttering after sizing
(1) it hangs and is close to beam column steel reinforcement cage, it is closed framed to form one, and composite shuttering (1) junction is fixed on one with viscose glue
After rising, shaped element (2) connecting pin is fixed together.
10. beam column built from concrete according to claim 9 pours framed installation method, which is characterized in that shaped element in S3
(2) match or be of a straight line type with the shape after each piece of composite module bending.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910398739.5A CN110107078B (en) | 2019-05-14 | 2019-05-14 | Concrete beam column pouring mold frame and installation method thereof |
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| Application Number | Priority Date | Filing Date | Title |
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| CN201910398739.5A CN110107078B (en) | 2019-05-14 | 2019-05-14 | Concrete beam column pouring mold frame and installation method thereof |
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| CN110107078A true CN110107078A (en) | 2019-08-09 |
| CN110107078B CN110107078B (en) | 2021-02-19 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627064A (en) * | 2020-12-18 | 2021-04-09 | 湖南磐固土木技术发展有限公司 | Minimally invasive reinforcement construction equipment for transverse partition plate of inner cavity of box girder and construction method thereof |
| CN113638746A (en) * | 2021-09-09 | 2021-11-12 | 中铁四局集团第三建设有限公司 | A kind of movable fast assembling formwork system and using method thereof |
| CN114033105A (en) * | 2021-11-09 | 2022-02-11 | 中冶建工集团有限公司 | Construction process of reinforcing steel bar protective layer filler strip for wall column and beam slab structure |
| CN115179392A (en) * | 2022-06-20 | 2022-10-14 | 河南兴业环保科技有限公司 | Concrete production equipment based on machine-made sand |
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| CN202596163U (en) * | 2012-04-17 | 2012-12-12 | 晟元集团有限公司 | Internal and external corner template connecting reinforcing device of shear wall cast-in-situ concrete structure |
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Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627064A (en) * | 2020-12-18 | 2021-04-09 | 湖南磐固土木技术发展有限公司 | Minimally invasive reinforcement construction equipment for transverse partition plate of inner cavity of box girder and construction method thereof |
| CN112627064B (en) * | 2020-12-18 | 2025-06-27 | 湖南磐固土木技术发展有限公司 | Minimally invasive reinforcement construction equipment and construction method for box beam inner cavity transverse diaphragm |
| CN113638746A (en) * | 2021-09-09 | 2021-11-12 | 中铁四局集团第三建设有限公司 | A kind of movable fast assembling formwork system and using method thereof |
| CN114033105A (en) * | 2021-11-09 | 2022-02-11 | 中冶建工集团有限公司 | Construction process of reinforcing steel bar protective layer filler strip for wall column and beam slab structure |
| CN114033105B (en) * | 2021-11-09 | 2022-11-04 | 中冶建工集团有限公司 | Construction process of reinforcing steel bar protective layer filler strip for wall column and beam slab structure |
| CN115179392A (en) * | 2022-06-20 | 2022-10-14 | 河南兴业环保科技有限公司 | Concrete production equipment based on machine-made sand |
| CN115179392B (en) * | 2022-06-20 | 2023-09-05 | 河南兴业环保科技有限公司 | Concrete production equipment based on machine-made sand |
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