CN110359601A - A kind of one-time formed energy saving form walls of one-piece casting and construction method - Google Patents
A kind of one-time formed energy saving form walls of one-piece casting and construction method Download PDFInfo
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- CN110359601A CN110359601A CN201910660430.9A CN201910660430A CN110359601A CN 110359601 A CN110359601 A CN 110359601A CN 201910660430 A CN201910660430 A CN 201910660430A CN 110359601 A CN110359601 A CN 110359601A
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- wall steel
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- steel skeleton
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- 239000000463 material Substances 0.000 claims abstract description 26
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/84—Walls made by casting, pouring, or tamping in situ
- E04B2/86—Walls made by casting, pouring, or tamping in situ made in permanent forms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
The present invention discloses a kind of construction method of the one-time formed energy saving form walls of one-piece casting, the energy conservation form walls, which are mainly oppositely disposed between the metope template (2) of guide rail (1) front and back end and (3) three components of end face closure plate at left and right end mutually to spell to connect to connect by guide rail (1) and respectively, forms generally surrounding and bottom in closing, top is in opening-wide state, inside is the box body component of hollow out, several wall steel bars (4) and several wall steel skeleton templates (5) sequentially set in a row are provided in the box body component, form the cavity supported by wall steel skeleton template (5) and wall steel bar (4), sandwich layer filler material (6) are poured in cavity.It is integrally formed after pouring sandwich layer filler material, metope template and end face closure plate and pouring material form an entirety after the completion of pouring, and do not need to remove, and the surface smoothness for back wall of constructing is high, and any surface finish does not need plaster leveling, are convenient for construction in later period.
Description
Technical field
The present invention relates to a kind of floor of building construction or wallboards, and it is one-time formed to relate particularly to a kind of one-piece casting
The construction method of energy saving form walls mainly can be applied to load bearing wall and shear wall, belong to construction product technical field.
Background technique
In general, the way of wall is roughly divided into three classes in building at present, and the first kind is using non-burning brick and building block as generation
The masonry wall of table, this kind of wall is widely used, but its construction precision is low, low efficiency；Second class is using mixed mud PC plate as representative
Dry wall, this kind of wall weight is big, size is big, and production, transport, installation require dedicated heavy machinery, low efficiency, at high cost；
Third class is the combined wall of cast in situs, the main method poured using template, need by scaffolding, formwork, fixation,
Support system, pouring molding, demoulding, plaster leveling are set, and process is cumbersome, and working strength is high, needs to expend a large amount of
Manpower and material resources, and surface of wall flatness is not high, needs plaster leveling, construction efficiency is low.
Meanwhile it being not easy to adjust height when formwork erection；And since the design size of wall external protection can not be controlled precisely
System, therefore will lead to form removal back wall and the problem of leakage muscle, jackknifing, drum etc. influence construction quality occur, to seriously affect
Cast in situ ferroconcrete wall weight.In terms of structural behaviour, concrete column and coupling beam cannot between concrete column and capping beam
Pour simultaneously, can not cementing formation overall structure, be unfavorable for shockproof requirements；In terms of construction quality, concrete column verticality is good
Easily occur inconsistent phenomenon up and down between bad and building wall, influences organoleptic quality；In terms of construction safety, high altitude operation is used
Electric operation, cross-operation increase, and increase security risk；In terms of economic benefits, form work engineering amount increases, and concrete column tiltedly props up
The materials such as support reinforcement system, template, the wooden a tree, used in making timber for boats can all be increase accordingly, and increase construction cost；In terms of the construction period, working procedure is multiple
Miscellaneous, there are more construction halts for procedure connection process, there is construction and wait situation, extend the duration.
Therefore, a kind of practicability energy saving form walls one-time formed compared with the strong and higher one-piece casting of reliability need to be developed
It is the key point for solving above-mentioned technical problem.
Summary of the invention
For many shortcomings and deficiencies present in above-mentioned background technique, the present invention is improved and has been innovated to this, mesh
Be to provide and a kind of there is preferable positioning and plastotype effect, the be formed energy saving form walls surfacing poured, beauty, structure
Simply, Zhi Lifang just, in solving the problems, such as in building construction process that energy saving form walls install.
Another goal of the invention of the invention is directly to be poured concrete in the wall form of low cost using composite shuttering
Wall is formed, is not necessarily to form removal, it is ensured that on the one hand construction safety and construction quality can be improved strength of wall body, on the other hand subtract
Few working procedure, improves construction efficiency, reducings the construction costs.
Another goal of the invention of the invention is the construction for being able to achieve efficient, quick realization to this class formation, there is pole
High economic benefit and social benefit.
Also another goal of the invention of the invention is to ensure that assembled structural strength, has the wall body structure after pouring
It the characteristics of lightweight, energy conservation, antidetonation, heat-insulated, heat preservation and sound insulation, and once-cast construction molding, constructs rapidly and efficiently, the construction period
It is short, it can save a large amount of artificial.
Also yet another goal of the invention of the invention is enhancing wall integrity, and has accurate flatness, effectively anti-
Only outer wall cracking, is easy to do a variety of wall body decorations, flexible design, after walls concrete casting complete, can do wall body decoration work
Make, shortens the integral construction time.
In order to solve the above problem and reach above-mentioned goal of the invention, a kind of one-time formed energy saving mould of one-piece casting of the present invention
Board wall is realized by using following design structure and using following technical solution:
A kind of one-time formed energy saving form walls of one-piece casting, the energy conservation form walls are mainly by guide rail (1) and difference phase
It is connected to mutually being spelled between (3) three components of end face closure plate for the metope template (2) and left and right end for being arranged in guide rail (1) front and back end
Composition generally surrounding and bottom are connect in closing, top in opening-wide state, the box body component that inside is hollow out, in the box body
Several wall steel bars (4) and several wall steel skeleton templates (5) sequentially set in a row are provided in component, formation passes through wall
The cavity of body steel skeleton template (5) and wall steel bar (4) support, pours sandwich layer filler material (6) in cavity.
As above-mentioned another the preferred technical solution of the present invention, the open end of the guide rail (1) upward, and the guide rail
(1) shape is identical or not identical as the shape of wall steel skeleton template (5)；The metope template (2) and the end face are stifled
Plate (3) is by wall basic level, waterproof layer, silencing and damping layer, heat insulation layer and fire prevention surface layer and architectural surface from interior
To being sequentially filled with the plate-like body member to be formed outside.
As above-mentioned optimal technical scheme of the invention, the wall steel bar (4) includes vertical reinforcement (41) and lateral steel
The junction of muscle (42), transverse steel (42) and vertical reinforcement (41) is binding connection or spot welding connection.
As the above-mentioned preferred technical solution of the present invention, the wall steel skeleton template (5) includes along wall steel skeleton mould
Plate (5) length direction interval is provided with multiple fabrication holes (51) on bottom surface, bottom surface (52), two sides vertical with bottom surface (52)
Wall (53), in two side walls (53) top fold inward at the flange (531) parallel or not parallel with bottom surface (52).
The further preferred technical solution above-mentioned as the present invention, is symmetrically arranged at least one at the both ends of bottom surface (52)
The connecting hole (521) passed through for connecting rod；Two side walls (53) top fold inward at bottom surface (52) not parallel horn-like
Flange (531) offers several for what fixing piece passed through on flange (531) and is connected and fixed hole (5311)；In two side walls
(53) it is also equipped at intervals between reinforcing rib (7), gap location of the reinforcing rib (7) between two neighboring fabrication hole (51).
The further step preferred technical solution above-mentioned as the present invention, the fabrication hole (51) penetrate through wall steel skeleton template
(5) front and back sides of bottom surface are equipped on the fabrication hole (51) and reinforce raised (511), reinforce raised (511) along fabrication hole (51)
Hole surrounding is extended to annular；The clava component of the reinforcing rib (7) generally steel, one end of the clava component
It is connect with one of side wall (53), the other end is connect with another side wall (53).
The technical solution still further preferably above-mentioned as the present invention, the section of the wall steel skeleton template (5) is in
" C-shaped " structure, should " C-shaped " structure wall steel skeleton template (5) material be galvanized steel plain sheet, aluminium alloy, stainless steel, plastics,
Papery either wood composite board, and the wall steel skeleton template (5) is, rolling one stamped by using cold-rolled steel sheet
Molding.
The technical solution again still further preferably above-mentioned as the present invention, it is stifled in guide rail (1), metope template (2), end face
Sequentially be coated with from the inside to the outside on the outer surface of plate (3) and wall steel bar (4) and wall steel skeleton template (5) injection molded layers and
Antirust coat and alert layer are coated with fluorescent powder in alert layer.
As the above-mentioned technical solution also again again still more preferably of the present invention, the construction method the following steps are included:
S1, preparation of construction: carrying out base cleaning, and when cleaning, construction personnel is by the landing ash of ground or flooring (8) base
And rubbish is removed completely；Then by the wall size marked on given axis and drawing, on ground or flooring (8) top surface
With the axis of line of ink marker pop-up wall, the wide line of wall and reserved track (1) position；
S2, be laid with track: after the completion of preparation of construction work, prefabricated track (1) need to be layed in installation by construction personnel
On ground or flooring (8)；
S3, installation template: it will be installed after prefabricated metope template (2) lifting to specified ground or flooring (8) position
In place, when installation, several metope templates (2) are sequentially installed on track (1) one by one in rows, and by metope template (2)
It is fixed with track (1)；
S4, arrangement wall steel bar: the transverse steel (42) of wall steel bar (4) is passed through pre- in wall steel skeleton template (5)
Then the fabrication hole (51) first opened up places vertical reinforcement (41), vertical reinforcement (41) passes through guide rail (1) and opens up in advance
Fabrication hole, then adjust vertical reinforcement (41) and transverse steel (42) position, carried out after adjusting welded connecting or
It is binding connection, then carries out pipelining；
S5, installation end face closure plate: after arranging wall steel bar (4), in the left and right ends of guide rail (1) and metope template (2)
End face closure plate (3) are installed in end respectively, to form a closed continuous placing cavity；
S6, sandwich layer filling；Determine that each component paving location is accurate；The top that sandwich layer filler (6) is passed through into cavity
It is uniform to be layered or be continuously poured into cavity and solidify maintenance molding, it conserves after reaching predetermined strength requirement, in wall
Architectural surface is done in internal outer surface, forms the one-time formed energy saving form walls of one-piece casting.
The also and again more further preferred technical solution above-mentioned as the present invention, in S2, track (1) and ground
Either the fixed form of flooring (8) is to be bonded, weld, rivet or be bolted；
In S3, between track (1) and metope template (2) for it is Nian Jie, weld, rivet or be bolted；
In S4, transverse steel (42) is passed through reinforcing bar from an inside of the metope template (2) installed by construction personnel
The fabrication hole (51) of frame template (5) is through in cavity, until all transverse steels (42) have been worn；Then, from the top handle of cavity
Vertical reinforcement (41) limits its position with easy tool through in cavity, until all vertical reinforcements (41) are worn
It is complete；
In S5, between end face closure plate (3) and metope template (2) for it is Nian Jie, weld, rivet or be bolted；
In S6, the sandwich layer filler (6) filled or poured is foam concrete, haydite concrete, granular polystyrene bubble
Foam concrete, extruded polystyrene board, polystyrol plastic foam plate, plain concrete speciment, foaming mixed mud, lightweight mixed mud, EPS
Grain one of mixed mud or polyurathamc or a variety of mixing, sandwich layer filler (6), which is formed, forms final energy conservation after intensity
Form walls, the energy conservation form walls do not need demoulding, do not need plaster leveling, can direct swabbing, wallpaper, plug-in plate.
Generated beneficial effect is the present invention compared with prior art:
1, the present invention uses prefabrication steel skeleton cavity modular unit, carries out modular unit installation combination, shape at the scene
Cavity is poured at connection, by arrangement transverse direction and vertical reinforcement, is integrally formed after pouring sandwich layer filler material, wall after the completion of pouring
The panel and pouring material of body template surface form an entirety, do not need to remove, and the surface smoothness for back wall of constructing is high, surface
It is bright and clean, plaster leveling is not needed, construction in later period is convenient for；
2, the present invention is due to arranging transverse steel and vertical reinforcement, so that the mechanical property of wall is obviously improved, this hair
Bright to be widely used, the finished product wall of completion can be applied to load bearing wall and shear wall, and technical solution provided by the present invention changes
Current construction wall technical method, traditional construction industry is sufficiently merged with manufacturing industry, the quality of great lifting construction
And efficiency, meet the direction of construction industry industry development, has a vast market foreground；
3, the present invention not only has the advantages that construction quality is good, structure is reliable, stability is good, but also the present invention also has skill
The advantages such as art is simple, in-site installation is high-efficient, construction quality is reliable, the construction period is short, labor intensive is low, can using the present invention
Labour is arranged to construct simultaneously；Material can be processed in material processing space, and scene can directly carry out assembled work, section
The duration is saved；Construction quality is entirely capable of reaching design requirement；
4, the present invention uses wall steel bar and wall steel skeleton template as the permanent of in-situ concrete wall using this
Template decreases the working procedure of wall construction in construction, substantially increases the assembly of in-situ concrete wall template
Speed improves building industrialization level, improves construction efficiency, reduce construction working hour, construction cost, wall form it
Between cavity in any one existing known filling materials for wall body also can be filled, to form a kind of energy saving form walls.
5, preset reinforcing rib and reinforcement protrusion improve the company with wall steel skeleton template in wall steel skeleton template
It connects, the shearing force for overcoming wall steel skeleton template to be self-possessed improves fastness, extends the durability of wall steel skeleton template, from root
It solves wall form on this and there is cracking, play drum and fall off and other issues；
6, factory normalization production and processing may be implemented in the present invention, solves bringing for execute-in-place in construction process
Quality uncontrollability；
7, this invention ensures that the structural strength of spliced wall, makes the wall body structure after pouring have lightweight, energy conservation, resist
The characteristics of shake, heat-insulated, heat preservation and sound insulation, and once-cast construction molding, rapidly and efficiently, the construction period is short, can save for construction
It is a large amount of artificial；
8, construction method of the invention realizes once-cast construction molding, is not required to demoulding processing, and construction rapidly and efficiently, is applied
Work short time limit can save a large amount of artificial.
9, the configuration of the present invention is simple, reasonable, integrated design novel in design, modularization production, installation.Build matter
Amount, duration accurately control, site operation dry operation, and concrete construction is made to realize that batch production is built.Meet energy saving building to want
It asks, heat preservation, sound insulation value are good, and percentage of usable dwelling area is high, and structural seismic performance is strong, and speed of application is fast, and gang form site operation speed is fast
In traditional steel form, and it is not necessarily to demoulding；
10, the present invention realizes is easy the problem of aoxidizing to template surface in the construction process；Also solve complex heat-preservation every
Hot concrete wall lacks fixed point, and the wall body decoration that is not easy to do delays the problem of integral construction time；
11, the present invention, which realizes, is less prone to the phenomenon that running mode ship slurry, more can be effectively controlled the quality of concreting, greatly
Reduce material consumption greatly, improves work efficiency, shorten the working time, be effectively saved construction cost；
12, present invention ensure that the integrality of wall column, has preferable positioning and moulding effect, the anticollision revetment poured of being formed
Surfacing, beauty, while the risk of the quick-fried mould of casting concrete process can also be reduced；The construction method not only ensure that wall column connects
The pouring quality of place's concrete is connect, moreover, effectively shortening the formwork time, shortens the construction period, realizes that building industry is modern
Change and building products batch production；
13, faster, the frame precision built is higher for construction speed of the present invention, can be assembled by local labour, without professional skill
Can, it is particularly suitable for application as using in building structure as the Vierendeel girder for carrying out load-bearing to building structure plate, or for pressing
The connection of shape steel plate or the fixation of side wall can not only save lot of materials and cost of labor, reduction are built into using the profile
This, and the construction period at the scene of can reducing, there is biggish engineering significance in assembled architecture, meanwhile, it is with holes
Structure design can be arranged in order to which pipeline passes through, while keeping the stability of structure；
14, the profile structure is simple, light-weight, and profile is equipped with continuous hole, facilitates component installation and water power pipeline
Arrangement, it is adaptable, a variety of different shape sections can be formed by combination, meet the needs of steel building, save simultaneously
Material reduces cost；
15, the profile structure is simple, light-weight, the hole on profile, facilitates component installation and water power pipeline arrangement, adapts to
Property it is strong, by combination can form a variety of different shape sections such as " H-shaped ", rectangle, meet the needs of steel building, same to time
About material reduces cost；
16, being coated on all parts outside of the invention can be with self luminous fluorescent material, can be in night or dark
Indoor and underground construction environment clearly indicates the position of all parts, can effectively act as the effect of safety instruction.
Detailed description of the invention
Specific embodiments of the present invention will be described in further detail with reference to the accompanying drawing, in which:
Fig. 1 is one of overall structure diagram of the invention；
Fig. 2 is the two of overall structure diagram of the invention；
Fig. 3 is the three of overall structure diagram of the invention；
Fig. 4 is one of the overall structure diagram of wall steel skeleton template (5) component of the invention；
Fig. 5 is one of the side view of wall steel skeleton template (5) component of the invention；
Fig. 6 is the two of the overall structure diagram of steel skeleton template (5) component of the invention；
Fig. 7 is the three of the overall structure diagram of steel skeleton template (5) component of the invention；
Fig. 8 is the two of the side view of wall steel skeleton template (5) component of the invention；
Fig. 9 is one of another design structure schematic diagram of steel skeleton template (5) component of the invention；
Figure 10 is the two of another design structure schematic diagram of steel skeleton template (5) component of the invention；
Figure 11 is the side view of another design structure of steel skeleton template (5) component of the invention；
Figure 12 is that one of schematic diagram is applied in combination in another design structure of steel skeleton template (5) component of the invention；
Figure 13 is two that schematic diagram is applied in combination of another design structure of steel skeleton template (5) component of the invention；
Figure 14 is the embodiment of the present invention schematic diagram；
Figure 15 is flow diagram of the invention；
Wherein, figure label: 1-guide rail；
2-metope templates；
3-end face closure plates；
4-wall steel bars, 41-vertical reinforcements, 42-transverse steels；
5-wall steel skeleton templates, 51-fabrication holes, 511-reinforcement protrusions, 52-bottom surfaces, 521-connecting holes, 53-
Side wall, 531-flange, 5311-are connected and fixed hole；
6-sandwich layer filler materials；
7-reinforcing ribs；
8-ground or flooring；
S1-preparation of construction；
S2-laying track；
S3-installation template；
S4-arrangement wall steel bar；
S5-installation end face closure plate；
S6-sandwich layer filling.
Specific embodiment
In order to realize the present invention technological means, create feature, reach purpose and effect is easy to understand, tie below
It closes attached drawing and specific embodiment and further detailed description is made to technical solution of the present invention, it should be noted that
In the case where not conflicting, the features in the embodiments and the embodiments of the present application be can be combined with each other, below with reference to the accompanying drawings simultaneously
It is in conjunction with the embodiments next that the present invention will be described in detail.
A kind of one-time formed energy saving form walls of one-piece casting as shown in Figure of description, the energy conservation form walls are mainly
It is oppositely disposed between the metope template 2 of 1 front and back end of guide rail and 3 three components of end face closure plate at left and right end by guide rail 1 and respectively
Mutually spelling, which connects to connect, forms the generally box body component of surrounding and bottom in closing, top in opening-wide state, inside for hollow out,
It is provided with several wall steel bars 4 and several wall steel skeleton templates 5 sequentially set in a row in the box body component, is formed
By the cavity of wall steel skeleton template 5 and the support of wall steel bar 4, sandwich layer filler material 6 is poured in cavity.
In the present invention, track 1 is used to install the metope template 2 of fixed front and back end and end face closure plate 3, the wall at left and right end
Reinforcing bar 4 and wall steel skeleton template 5 are used to form and pour cavity, meanwhile, wall steel bar 4 is also used to enhance mechanical property of wall；
Sandwich layer filler material 4 is for pouring cavity.
Further, the open end of guide rail 1 upward, and the shape phase of the shape of the guide rail 1 and wall steel skeleton template 5
With or it is not identical；The metope template 2 and the end face closure plate 3 be by wall basic level, waterproof layer, silencing and damping layer,
Heat insulation layer and fire prevention surface layer and architectural surface are sequentially filled with the plate-like body member to be formed from the inside to the outside.
In the present invention, which is the flat sheet prefabricated by certain specification size, usually selects cement fine
Plate, silicic acid cover board, plastic plate, wood-plastic board, Europe deals etc. are tieed up, is fixed by the method that structure glue sticking or tapping screw bolt
Onto guide rail 1.
In the present invention, 1 section of track is in " C-shaped ", and at least there are three face, bottom surface is equipped with prefabricated hole, the shape of hole
Shape is any, can be circle, ellipse, rectangle, triangle etc., and the effect of hole is that vertical reinforcement 42 can be made to pass through rail
Road, extends to next level face, and two sides have tubaeform guide surface, are easy to the installation with metope template 2 and end face closure plate 3
It is and fixed, wherein the bottom surface of track 1 is for being fixed on ground or flooring 8, and two sides are for fixing metope template 2, bottom
Face is equipped with continuous hole, for avoiding vertical reinforcement 41.
In addition to this, the track 1 in the present invention can also be the angle steel of front and back L-shaped structure positioned opposite, the angle steel point
The not opposite integrally-built upper and lower side two sides for being laid in multiple wall steel skeleton templates 5 and being linked together.
In the present invention, track 1 is laid layer by layer, is pacified positioned at the bottom of wall steel skeleton template 5 or bottom with top
Installing is set.
Further, wall steel bar 4 includes vertical reinforcement 41 and transverse steel 42, transverse steel 42 and vertical reinforcement 41
Junction is binding connection or spot welding connection.
Further, wall steel skeleton template 5 includes being provided on bottom surface along 5 length direction interval of wall steel skeleton template
Multiple fabrication holes 51, bottom surface 52, the two side walls 53 vertical with bottom surface 52,53 top fold inward of two side walls at bottom
The parallel or not parallel flange 531 in face 52.
Specifically, being symmetrically arranged at least one connecting hole 521 passed through for connecting rod at the both ends of bottom surface 52；In two side walls
53 top fold inwards offer several for fixation at the horn-like flange 531 not parallel with bottom surface 52 on flange 531
What part passed through is connected and fixed hole 5311；Reinforcing rib 7 is also equipped at intervals between two side walls 53, reinforcing rib 7 is located at two neighboring
Gap location between fabrication hole 51.
Specifically, fabrication hole 51 penetrates through the front and back sides of 5 bottom surface of wall steel skeleton template, it is equipped with and adds on the fabrication hole 51
Strong protrusion 511 is reinforced protrusion 511 and is extended along the hole surrounding of fabrication hole 51 to annular；The reinforcing rib 7 generally steel
Clava component, one end of the clava component connect with one of side wall 53, and the other end and another side wall 53 connect
It connects.
Fabrication hole 51 is round or oblong or ellipse or rectangle or triangle or rectangular or rectangle or arc or ladder
Shape or abnormity, fabrication hole 51 can allow template to be formed and continuously pour cavity, more conducively sandwich layer for wearing transverse steel 42
Filler material 6 is flowed pouring in cavity, and it is more abundant to pour filling, so that enriching total pours cavity, while for wearing cross
To reinforcing bar enhancing structure intensity and arrangement water power pipeline.
Connecting hole 521 is bolt hole, which penetrates through the front and back sides of bottom surface 52 and symmetrically open along 52 width direction of bottom surface
If.
Flange 531 is arranged perpendicular to either sloping inwardly in side wall 53；Being connected and fixed hole 5311 is bolt hole, the bolt
Front and back sides of hole perforation flange 531 and equidistant along 531 length direction of flange or Unequal distance opens up.
Reinforce protrusion 511 and play the role of structural strengthening, compared with the lightening material weight while reinforcement structure intensity of limits.
The shape size of multiple fabrication holes 51 can be identical or not identical.
Further, the section of wall steel skeleton template 5 is in " C-shaped " structure, is somebody's turn to do the wall steel skeleton template of " C-shaped " structure
5 material is galvanized steel plain sheet, aluminium alloy, stainless steel, plastics, papery either wood composite board, and the wall steel skeleton template 5
It is, rolling integrated molding stamped by using cold-rolled steel sheet.
It is to be flexibly connected by using screw rod either screw rod as one between at least two adjacent wall steel skeleton templates 5
It is whole, and end is fixed by nut tightening.
Adjacent at least two profile ontologies 1 flexible connection is integral by bolt after being connected and fixed hole 5311, and
End is fixed by nut tightening.
Two side walls 53 have the structure of flange 131, play the role of 1 overall structure of profile ontology and reinforce and for reinforcing
The stress performance of profile, meanwhile, two flange 131 structure any, preferably horn-like with the angle of side wall 13.
Further, in guide rail 1, metope template 2, end face closure plate 3 and wall steel bar 4 and wall steel skeleton template 5
Injection molded layers and antirust coat and alert layer are sequentially coated on outer surface from the inside to the outside, is coated with fluorescent powder in alert layer.
Specifically, being molded with high molecular abrasion-proof material in injection molded layers；The antirust coat includes epoxy zinc rich primer and chlorine
Change rubber finishing coat and the epoxy micaceous iron intermediate coat between epoxy zinc rich primer and chlorinated rubber finish；The alert layer is
The reflection alarming band or reflective color film or reflectorised paint of yellow or black.
Further, a kind of construction method of the one-time formed energy saving form walls of one-piece casting, the construction method include
Following steps:
S1, preparation of construction: carrying out base cleaning, when cleaning, construction personnel by the landing ash of 8 base of ground or flooring and
Rubbish is removed clean；Then by the wall size marked on given axis and drawing, with ink on 8 top surface of ground or flooring
Line pops up 1 position of wide line and reserved track of the axis of wall, wall；
S2, be laid with track: after the completion of preparation of construction work, prefabricated track 1 need to be layed in installation ground by construction personnel
On face or flooring 8；
S3, installation template: will be installed in place after the prefabricated lifting to 8 position of specified ground or flooring of metope template 2,
When installation, several metope templates 2 are sequentially installed on track 1 one by one in rows, and metope template 2 and track 1 are carried out
It is fixed；
S4, arrangement wall steel bar: the transverse steel 42 of wall steel bar 4 is passed through and is opened up in advance in wall steel skeleton template 5
Good fabrication hole 51, then places vertical reinforcement 41, and vertical reinforcement 41 passes through the fabrication hole that guide rail 1 has opened up in advance, then adjusts
The position for saving vertical reinforcement 41 and transverse steel 42, is welded to connect or is bound connection after adjusting, then carried out
Pipelining；
S5, installation end face closure plate: after arranging wall steel bar 4, in the left and right ends end of guide rail 1 and metope template 2 point
Not An Zhuan end face closure plate 3, thus formed a closed continuous placing cavity；
S6, sandwich layer filling；Determine that each component paving location is accurate；Sandwich layer filler 6 is equal by the top of cavity
Even layering or it is continuously poured into cavity and is solidified maintenance molding, conserves after reaching predetermined strength requirement, in wall
Surfaces externally and internally does architectural surface, forms the one-time formed energy saving form walls of one-piece casting.
Specifically, track 1 is Nian Jie, welding, riveting or bolt with the fixed form of ground or flooring 8 in S2
Connection；
Preferably, it is disposed with vertical reinforcement 41 in advance when pouring ground or flooring 8, vertical reinforcement 41 stretches out
Ground certain length；
Track 1 is placed according to physical location, in ground smearing structure bonded adhesives before placement, adjusts track 1
Position, track 1 is permanently attached on ground or flooring 8 with cement nail or oncomelania；
In S3, between track 1 and metope template 2 for it is Nian Jie, weld, rivet or be bolted；
Preferably, in two side smearing structure bonded adhesives of track 1, metope template 2 positioned opposite is placed into rail
On 1 rear and front end of road, position and the verticality of metope template 2 and track 1 are regulated, it is embedding in the bottom of metope template 2 and track 1
Set overlapped position tapping screw or bolt assembly are fixed by metope template 2；And the step is repeated, until all walls
Face die plate 2 is installed, and in the piece position interstitital texture glue of all metope templates 2；
Also either connected between the metope template 2 of front and rear sides by split bolt.
In S4, transverse steel 42 is passed through steel skeleton template from an inside of the metope template 2 installed by construction personnel
5 fabrication hole 51 is through in cavity, until all transverse steels 42 have been worn；Then, it is worn from the top of cavity vertical reinforcement 41
Its position is limited into cavity, and with easy tool, until all vertical reinforcements 41 have been worn；
In S5, between end face closure plate 3 and metope template 2 for it is Nian Jie, weld, rivet or be bolted；
Preferably, two pieces of end face closure plates 5 are fixed on structure glue and tapping screw to two openings of metope template 2 respectively
Two sides are held, cavity closing will be poured；
The end face closure plate 3 of also either left and right ends is fixed on the metope template 2 of front and rear sides by bolt assembly respectively
The left and right sides；
In S6, the sandwich layer filler 6 filled or poured is foam concrete, haydite concrete, granular polystyrene foam
Concrete, extruded polystyrene board, polystyrol plastic foam plate, plain concrete speciment, foaming mixed mud, lightweight mixed mud, EPS particle
One of mixed mud or polyurathamc or a variety of mixing, sandwich layer filler 6, which is formed after intensity, forms final energy saving template
Wall, the energy conservation form walls do not need demoulding, do not need plaster leveling, can direct swabbing, wallpaper, plug-in plate.
Preferably, it when filling or pouring, is backfilled using placement in layers compacting mode of vibrating, vibration wherein, is smash using insertion
Formula vibrator vibrates, and vibrating time is 5s~15s；When it is same pour a little preferably to use pour device accordingly and carry out passage formula company
It is continuous to pour, when it is multiple pour and switch between a little when should pour next layer before front layer automatic close concrete initial set and mixed from close property
Solidifying soil, should observe, automatic close concrete is blocked immediately after being full of, to prevent slurry stream in time when automatic close concrete pours
It loses.
It is also preferred that the auxiliary in order to achieve the purpose that any surface finish when pouring automatic close concrete, outside wall form
Vibration, the mode of ancillary vibration is using skin hammer, Small-scale Flat vibrator or vibrating spear pouring under with automatic close concrete
Up shake；It is inserted in right amount when being poured in the middle part of the sleeper or composite shear wall of reinforcement constitution complexity using small vibrating stick
It smashes, each base part must not be touched when plugging and pounding, meanwhile, when using placement layer by layer, height is poured every time and is no more than 2 meters.
In conclusion the present invention has the advantage, that in a specific embodiment
1. the present invention solves the problems, such as that traditional wall formwork rigidity is not able to satisfy live installation and concreting in time,
Be formed pour structures surfacing, beauty；
2. light weight of the present invention, energy conservation and environmental protection, reduce the labor intensity of worker, and reduce the throwing of big machinery
Enter, reduces cost.
3. Zhi Lifang of the present invention is just, easy to maintenance, working efficiency can be greatly improved；
4, the present invention passes through the combination of wall steel skeleton template and reinforcing rib, improves the rigidity of template entirety, effectively mentions
The intensity of high wall form avoids swollen mould, enhances exterior wall globality, and have accurate flatness, effectively prevent outer wall cracking；
5, it is easy to do a variety of wall body decorations, flexible design after walls concrete casting complete, can do wall body decoration work
Make, shortens the integral construction time；
6, wall form of the invention saves the secondary construction of insulating layer, can be improved construction wall thermal insulation property, improves
Build guality meets national exterior wall fireproof code requirement, while wall and external thermal insulation simultaneous construction may be implemented, and then preferably
It contributes for energy-saving and emission-reduction；
7, the self weight of powerful concrete is supported using wall steel bar and wall steel skeleton template, while can be resisted
It vibrates when pouring generated lateral force；It solves the problems, such as that prior art exterior sheathing bearing capacity is poor, is made because of insulating layer deformation
At junction there is the problem of hollowing.
Finally, it should be noted that above in conjunction with the embodiments with attached drawing to design of the invention, specific structure and generation
Technical effect be clearly and completely described, to be completely understood by the purpose of the present invention, feature and effect, it is clear that described
Embodiment be a part of the embodiments of the present invention, rather than whole embodiments, based on the embodiment of the present invention, this field
Technical staff's other embodiments obtained without creative efforts, belong to the scope of protection of the invention.
In addition, all connections being previously mentioned in text, connection relationship, not singly refer to that component directly connects, and referring to can be according to specific implementation
Situation, by adding or reducing couple auxiliary, Lai Zucheng more preferably coupling structure.Each technical characteristic in the invention,
It can be with combination of interactions under the premise of not conflicting conflict.
Claims (10)
1. a kind of one-time formed energy saving form walls of one-piece casting, it is characterised in that: the energy conservation form walls are mainly by guide rail (1)
It is oppositely disposed in phase between the metope template (2) of guide rail (1) front and back end and (3) three components of end face closure plate at left and right end respectively
Mutually spelling, which connects to connect, forms the generally box body component of surrounding and bottom in closing, top in opening-wide state, inside for hollow out,
Several wall steel bars (4) and several wall steel skeleton templates (5) sequentially set in a row, shape are provided in the box body component
At the cavity supported by wall steel skeleton template (5) and wall steel bar (4), sandwich layer filler material (6) are poured in cavity.
2. a kind of one-time formed energy saving form walls of one-piece casting according to claim 1, it is characterised in that: the guide rail
(1) upward, and the shape of the guide rail (1) is identical or not identical as the shape of wall steel skeleton template (5) for open end；It is described
Metope template (2) and the end face closure plate (3) are by wall basic level, waterproof layer, silencing and damping layer, heat insulation layer and to prevent
Fiery surface layer and architectural surface are sequentially filled with the plate-like body member to be formed from the inside to the outside.
3. a kind of one-time formed energy saving form walls of one-piece casting according to claim 1, it is characterised in that: the wall
Reinforcing bar (4) includes vertical reinforcement (41) and transverse steel (42), and the junction of transverse steel (42) and vertical reinforcement (41) is to tie up
Prick connection or spot welding connection.
4. a kind of one-time formed energy saving form walls of one-piece casting according to claim 1, it is characterised in that: the wall
Steel skeleton template (5) include the multiple fabrication holes (51) being provided with along wall steel skeleton template (5) length direction interval on bottom surface,
Bottom surface (52), the two side walls vertical with bottom surface (52) (53), two side walls (53) top fold inward at bottom surface (52)
Parallel or not parallel flange (531).
5. a kind of one-time formed energy saving form walls of one-piece casting according to claim 4, it is characterised in that: in bottom surface
(52) both ends are symmetrically arranged at least one connecting hole passed through for connecting rod (521)；In two side walls (53) top fold inward
At the horn-like flange (531) not parallel with bottom surface (52), several companies passed through for fixing piece are offered on flange (531)
Connect fixation hole (5311)；It is also equipped at intervals between two side walls (53) reinforcing rib (7), reinforcing rib (7) is located at two neighboring work
Gap location between skill hole (51).
6. a kind of one-time formed energy saving form walls of one-piece casting according to claim 5, it is characterised in that: the technique
Hole (51) penetrates through the front and back sides of wall steel skeleton template (5) bottom surface, is equipped on the fabrication hole (51) and reinforces raised (511), adds
Strong protrusion (511) is extended along the hole surrounding of fabrication hole (51) to annular；The reinforcing rib (7) generally steel it is rodlike
Body component, one end of the clava component are connect with one of side wall (53), and the other end is connect with another side wall (53).
7. a kind of one-time formed energy saving form walls of one-piece casting according to claim 1, it is characterised in that: the wall
The section of steel skeleton template (5) is in " C-shaped " structure, and the material for being somebody's turn to do the wall steel skeleton template (5) of " C-shaped " structure is galvanized steel
Plate, aluminium alloy, stainless steel, plastics, papery either wood composite board, and the wall steel skeleton template (5) is by using cold
Rolled steel plate is stamped, rolling is integrally formed.
8. a kind of one-time formed energy saving form walls of one-piece casting according to claim 1, it is characterised in that: in guide rail
(1), from interior on the outer surface of metope template (2), end face closure plate (3) and wall steel bar (4) and wall steel skeleton template (5)
To injection molded layers and antirust coat and alert layer is sequentially coated with outside, fluorescent powder is coated in alert layer.
9. a kind of construction method of the one-time formed energy saving form walls of one-piece casting, it is characterised in that: the construction method include with
Lower step:
S1, preparation of construction: carrying out base cleaning, and when cleaning, construction personnel is by the landing ash and rubbish of ground or flooring (8) base
Rubbish is removed clean；Then by the wall size marked on given axis and drawing, with ink on ground or flooring (8) top surface
Line pops up the axis of wall, the wide line of wall and reserved track (1) position；
S2, be laid with track: after the completion of preparation of construction work, prefabricated track (1) need to be layed in installation ground by construction personnel
Or on flooring (8)；
S3, installation template: will be installed in place after prefabricated metope template (2) lifting to specified ground or flooring (8) position,
When installation, several metope templates (2) are sequentially installed on track (1) one by one in rows, and by metope template (2) and track
(1) it is fixed；
S4, arrangement wall steel bar: the transverse steel (42) of wall steel bar (4) is passed through and is opened in advance in wall steel skeleton template (5)
If good fabrication hole (51), vertical reinforcement (41) then are placed, vertical reinforcement (41) passes through the technique that guide rail (1) has opened up in advance
Hole then adjusts the position of vertical reinforcement (41) and transverse steel (42), is welded to connect or is bound after adjusting
Connection, then carries out pipelining；
S5, installation end face closure plate: after arranging wall steel bar (4), in the left and right ends end of guide rail (1) and metope template (2)
End face closure plate (3) are installed respectively, to form a closed continuous placing cavity；
S6, sandwich layer filling；Determine that each component paving location is accurate；Sandwich layer filler (6) are uniform by the top of cavity
Layering or be continuously poured into cavity and solidify maintenance molding, conserve after reaching predetermined strength requirement, in wall
Architectural surface is done in outer surface, forms the one-time formed energy saving form walls of one-piece casting.
10. a kind of construction method of the one-time formed energy saving form walls of one-piece casting according to claim 9, feature exist
In: in S2, track (1) and the fixed form of ground or flooring (8) be it is Nian Jie, weld, rivet or be bolted；
In S3, between track (1) and metope template (2) for it is Nian Jie, weld, rivet or be bolted；
In S4, transverse steel (42) are passed through steel skeleton template from an inside of the metope template (2) installed by construction personnel
(5) fabrication hole (51) is through in cavity, until all transverse steels (42) have been worn；Then, from the top of cavity vertical steel
Muscle (41) limits its position with easy tool through in cavity, until all vertical reinforcements (41) have been worn；
In S5, between end face closure plate (3) and metope template (2) for it is Nian Jie, weld, rivet or be bolted；
In S6, the sandwich layer filler (6) filled or poured is foam concrete, haydite concrete, granular polystyrene foam are mixed
Solidifying soil, extruded polystyrene board, polystyrol plastic foam plate, plain concrete speciment, foaming mixed mud, lightweight mixed mud, EPS particle are mixed
One of soil or polyurathamc or a variety of mixing, sandwich layer filler (6), which is formed after intensity, forms final energy saving template
Wall, the energy conservation form walls do not need demoulding, do not need plaster leveling, can direct swabbing, wallpaper, plug-in plate.
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| CN201910660430.9A CN110359601A (en) | 2019-07-22 | 2019-07-22 | A kind of one-time formed energy saving form walls of one-piece casting and construction method |
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| CN201910660430.9A CN110359601A (en) | 2019-07-22 | 2019-07-22 | A kind of one-time formed energy saving form walls of one-piece casting and construction method |
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| CN114789498B (en) * | 2022-03-09 | 2024-04-05 | 上海城建市政工程（集团）有限公司 | Production method of prefabricated part of UHPC (ultra high Performance) external decorative plate with large aperture ratio |
| CN115262985A (en) * | 2022-07-18 | 2022-11-01 | 岳阳鹏程建设集团有限公司 | Construction device and process for heat insulation wall with built-in heat insulation material |
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