CN106639068A - Wall formwork infilled wall of cast-in-place reinforced concrete without support and construction method thereof and wall formwork veneer and production method of non-bearing infilled wall - Google Patents
Wall formwork infilled wall of cast-in-place reinforced concrete without support and construction method thereof and wall formwork veneer and production method of non-bearing infilled wall Download PDFInfo
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- CN106639068A CN106639068A CN201710048723.2A CN201710048723A CN106639068A CN 106639068 A CN106639068 A CN 106639068A CN 201710048723 A CN201710048723 A CN 201710048723A CN 106639068 A CN106639068 A CN 106639068A
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- reinforcement cage
- steel reinforcement
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- wall mould
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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
- E04B2/8647—Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
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Abstract
The invention relates to a wall formwork infilled wall of cast-in-place reinforced concrete without support and construction method thereof and wall formwork veneer and production method of non-bearing infilled wall, and belongs to the wall technical fields. The wall formwork infilled wall comprises a wall formwork, a special-shaped column steel reinforcement cage, the wall formwork comprises a wall formwork steel reinforcement cage, and the regulating stem and the removable segment frame are fixedly arranged on the flanks of the wall formwork steel reinforcement cage and the special-shaped column steel reinforcement cage, the up and down sides both of the wall formwork steel reinforcement cage and the special-shaped column steel reinforcement cage are each fixedly provided with insert fitting, the segment frame comprises a frame, a panel and a template, and the template borders upon the wall formwork steel reinforcement cage and the special-shaped column steel reinforcement cage, the regulating stem crosses via the frame and is provided with adjustable regulating part with fixed segment frame, the wall formwork steel reinforcement cage and the special-shaped column steel reinforcement cage both have cast-in-place concrete inside. The wall formwork infilled wall of cast-in-place reinforced concrete without support and construction method thereof and wall formwork veneer and production method of non-bearing infilled wall has the advantages of being short in the time limit for a project and low in cost.
Description
Technical field
The present invention relates to a kind of cast in situ ferroconcrete wall mould filling wall for exempting to support and its construction method and wall mould list
The preparation method of plate and non-bearing filling wall, belongs to the wall technology field of fixed buildings.
Background technology
The assembled architecture total amount in Shanghai City ranks national prostatitis, and 3 from 2013 to 2015 year, Shanghai City is tired out
More than 10,000,000 square meters, prefabricated rate builds total amount from 1,400,000 Ping meter ↗ 312 to meter assembled architecture total amount from the ↗ 40% of 15% ↗ 30%
The square meters of Wan Ping meter ↗ 6,000,000, almost double year by year.
But, according to the applicant understood, in main body construction, tradition is compared in existing assembled arthitecutral structure part assembling construction
Construction, duration：Multilayer（6 layer heights）Increase by 15 days, it is high-rise（30 layer heights）Increase by 90 days.In addition, existing assembled architecture
Traditional construction is compared in construction, and per square meter cost 30% is higher by.
The content of the invention
The technical problem to be solved in the present invention is not enough for prior art, proposes exempting from for a kind of short time limit and low cost
The preparation method of the cast in situ ferroconcrete wall mould filling wall and its construction method and wall mould veneer and non-bearing filling wall of support.
The present invention is to solve one of technical scheme that above-mentioned technical problem is proposed to be：A kind of cast in place reinforced bar coagulation for exempting to support
Cob wall mould fills wall, including wall mould and is fixed on the wall mould one end or two ends and the Special-Shaped Column reinforcing bar for connecting adjacent wall mould
Cage, the wall mould includes the wall being made up of the two steel grid pieces being oppositely arranged and the tension rib of two steel grid pieces that is connected
Be respectively and fixedly provided with adjusting rod on the side of mould steel reinforcement cage, the wall mould steel reinforcement cage and Special-Shaped Column steel reinforcement cage, the wall mould steel reinforcement cage and
The upper and lower ends of Special-Shaped Column steel reinforcement cage be respectively fixed with for adjacent levels wall mould steel reinforcement cage and Special-Shaped Column steel reinforcement cage pair
Removable section of jurisdiction frame is equipped with the two sides of the slotting insertion part of position card, the wall mould steel reinforcement cage and Special-Shaped Column steel reinforcement cage, it is described
Section of jurisdiction frame includes framework, the panel being fixed on framework and the template being fixed on panel, the adjacent wall mould steel reinforcement cage of the template
Arrange with the side of Special-Shaped Column steel reinforcement cage, described adjusting rod one end passes through framework and is provided with adjustable and fixing pipe horse
Regulating part, equal cast-in-place concrete in the wall mould steel reinforcement cage and Special-Shaped Column steel reinforcement cage.
Invention is using the effect of above-mentioned technical proposal：The present invention is installing the cast in situ ferroconcrete wall mould of upper floors
When, can be fixed for connecting the Special-Shaped Column steel reinforcement cage of adjacent wall mould in wall mould one end or two ends, by wall mould steel reinforcement cage and abnormity
Post steel reinforcement cage is fastened in the protruding shaft or cutting ferrule of the wall mould steel reinforcement cage of lower floor and Special-Shaped Column steel reinforcement cage；Removable section of jurisdiction frame exists
It has been hung on before dispatching from the factory on two lateral surfaces of wall mould steel reinforcement cage and Special-Shaped Column steel reinforcement cage and non-bearing filling wall piece, by section of jurisdiction
Frame adjusting rod aligns the perpendicularity of the wall mould and Special-Shaped Column steel reinforcement cage（With cutting ferrule protruding shaft to the wall piece upper end deflection after extension before not adjusting
Degree aligns in advance upper end tilt quantity within 6cm less than meter high-wall piece of 20%, i.e., 3）, then by wall mould and Special-Shaped Column steel reinforcement cage bottom
Pipe box fix tightly makes the axle center displacement≤3mm of wall piece on the wall mould of lower floor and the protruding shaft or cutting ferrule of Special-Shaped Column steel reinforcement cage,
Last cast-in-place concrete equal in wall mould steel reinforcement cage and Special-Shaped Column steel reinforcement cage, is so properly termed as full cast in situ ferroconcrete wall
Mould, eliminates live banding steel cage, formwork supporting plate and its support bar and supports a large amount of landings support of body of wall flooring（Or must take
Wait cast-in-situ floor solidification）Etc. numerous and diverse operation and the quality problems for thus causing, while firmly install, with short time limit and cost
Low advantage.
The improvement of one of above-mentioned technical proposal is：The template is to be formed with the thick template of multiple through holes or by non-sticky mould tree
Thin template made by fat fiber or engineering plastics, the through hole insertion thickness template two relative side of the thick template, the thick template
Thickness is 4-15mm, and the thick template is affiliated on the frame panel of section of jurisdiction and by clamp-oning the cast-in-place concrete in the through hole to divide
The full cast in situ ferroconcrete wall body consolidation not formed with wall mould steel reinforcement cage or Special-Shaped Column steel reinforcement cage is integrated.
The one of perfect of one of above-mentioned technical proposal be：The insertion part is the cutting ferrule and protruding shaft or two that can mutually plug together
Cutting ferrule and two activity protruding shafts that can stretch into cutting ferrule.
Perfect two of one of above-mentioned technical proposal are：The steel grid piece is the major-minor reinforcing bar arranged by direction in length and breadth
Prefabricated mesh flake；The insertion part is fixed on the major-minor muscle in the steel grid piece at the wall mould steel reinforcement cage upper and lower ends
On；The adjusting rod or tension rib are fixed on the major-minor reinforcing bar in the steel grid piece or cross interface point.
Perfect three of one of above-mentioned technical proposal are：The section of jurisdiction frame is the section of jurisdiction frame that multi-disc can splice each other, described
Section of jurisdiction frame is provided with the corner vestlet at Special-Shaped Column steel reinforcement cage lateral surface；Up and down the two of the wall mould and Special-Shaped Column steel reinforcement cage
Hold the axle center skew of the levels wall film filling wall formed after inserting with adjacent levels wall mould and Special-Shaped Column steel reinforcement cage contraposition card little
In equal to 3mm；The panel of the section of jurisdiction frame is bar-mat reinforcement；The Special-Shaped Column steel reinforcement cage is by two steel grid pieces and tension rib
A shape, L-shaped or the T-shaped steel reinforcement cage for constituting.
The present invention is to solve the two of the technical scheme that above-mentioned technical problem is proposed to be：A kind of cast in place reinforced bar coagulation for exempting to support
Cob wall mould fills wall, including wall mould and is fixed on the wall mould one end or two ends and the Special-Shaped Column reinforcing bar for connecting adjacent wall mould
Cage or non-bearing filling wall, during the wall mould is including two wall mould veneers being oppositely arranged and between two wall mould veneers
Dead level, the wall mould veneer be by steel grid piece be fixed on it is prefabricated in concrete form, the wall mould veneer is provided with reserved
Through hole, is provided with tension rib in the hollow layer, the tension rib stretch into the reserved through hole of two panels wall mould veneer with wall mould veneer
In steel grid piece be connected with solid on the side for forming wall mould steel reinforcement cage, the wall mould veneer and Special-Shaped Column steel reinforcement cage
Surely have adjusting rod, the wall mould veneer and Special-Shaped Column steel reinforcement cage upper and lower ends be respectively fixed with for adjacent levels wall mould
It is equipped with the two sides of the slotting insertion part of veneer and Special-Shaped Column steel reinforcement cage contraposition card, the wall mould veneer and Special-Shaped Column steel reinforcement cage
Removable section of jurisdiction frame, the section of jurisdiction frame includes framework, the panel being fixed on framework and the template being fixed on panel, the mould
Arrange at the side of the adjacent wall mould veneer of plate or Special-Shaped Column steel reinforcement cage, described adjusting rod one end is through framework and is provided with adjustable
With the regulating part of fixing pipe horse, full cast-in-place concrete in the hollow layer and Special-Shaped Column steel reinforcement cage.
The present invention is using the effect of above-mentioned technical proposal：The cast-in-situ steel reinforced concrete that the present invention passes through installation upper floors
During wall mould, can be fixed for connecting the Special-Shaped Column steel reinforcement cage of adjacent wall mould in wall mould one end or two ends, by wall mould（By wall mould
Veneer）It is corresponding with Special-Shaped Column steel reinforcement cage to be fastened in the protruding shaft or cutting ferrule of the wall mould of lower floor and Special-Shaped Column steel reinforcement cage；Section of jurisdiction
Frame has been hung on wall mould veneer and Special-Shaped Column steel reinforcement cage or non-bearing filling wall side before dispatching from the factory, should by adjusting rod levelling
The perpendicularity of row's wall mould, Special-Shaped Column steel reinforcement cage, non-bearing filling wall or beam form, then by wall mould or Special-Shaped Column steel reinforcement cage fix tightly
In the protruding shaft or cutting ferrule of lower floor, the finally equal cast-in-place concrete in hollow layer and Special-Shaped Column steel reinforcement cage so can claim
For half full cast in situ ferroconcrete wall mould, eliminate live banding steel cage, formwork supporting plate and its support bar and support body of wall flooring
A large amount of landings support（Or must take wait cast-in-situ floor solidification）Etc. numerous and diverse operation and the quality problems for thus causing, while peace
Dress is firm, has the advantages that short time limit and low cost.
The improvement of the two of above-mentioned technical proposal is：The steel grid piece is prefabricated by the major-minor reinforcing bar of the setting of direction in length and breadth
Mesh flake；Stretch out wall mould veneer in the termination of the major-minor reinforcing bar of the mesh flake.
The further improvement of the two of above-mentioned technical proposal is：The template is to be located at section of jurisdiction frame at Special-Shaped Column steel reinforcement cage side
Panel on thin template or thick template, the thick template thickness is 4-15mm, and the thin template is the sheet metal of thickness >=0.5mm
Or non-sticky mould resin thin fiber board, the thick template is formed with the through hole of multiple insertions thickness template two relative sides, the thick template
It is integrated with Special-Shaped Column steel reinforcement cage consolidation by clamp-oning the full cast-in-place concrete in the through hole.
The further improvement of the two of above-mentioned technical proposal is：A diameter of 20-80mm of the reserved through hole.
The one of perfect of the two of above-mentioned technical proposal be：The insertion part is the cutting ferrule and protruding shaft or two that can mutually plug together
Cutting ferrule and two activity protruding shafts that can stretch into cutting ferrule.
Perfect two of the two of above-mentioned technical proposal are：The steel grid piece is the major-minor reinforcing bar arranged by direction in length and breadth
Prefabricated mesh flake；The insertion part is fixed on the major-minor muscle in the steel grid piece at the wall mould steel reinforcement cage upper and lower ends
On；The adjusting rod or tension rib are fixed on the major-minor reinforcing bar in the steel grid piece or cross interface point.
Perfect three of the two of above-mentioned technical proposal are：The section of jurisdiction frame is the section of jurisdiction frame that multi-disc can splice each other, described
Section of jurisdiction frame is provided with the corner vestlet at Special-Shaped Column steel reinforcement cage lateral surface；Up and down the two of the wall mould and Special-Shaped Column steel reinforcement cage
Hold the axle center skew of the levels wall film filling wall formed after inserting with adjacent levels wall mould and Special-Shaped Column steel reinforcement cage contraposition card little
In equal to 3mm；The panel of the section of jurisdiction frame is bar-mat reinforcement；The Special-Shaped Column steel reinforcement cage is by two steel grid pieces and tension rib
A shape, L-shaped or the T-shaped steel reinforcement cage for constituting.
The present invention is to solve the three of the technical scheme that above-mentioned technical problem is proposed to be：A kind of cast in place reinforced bar coagulation for exempting to support
Cob wall mould fills the construction method of wall, is constructed using the above-mentioned cast in situ ferroconcrete wall mould filling wall for exempting to support, and wraps
Include following steps：
1）Before lifting wall mould, Special-Shaped Column steel reinforcement cage or non-bearing filling wall, section of jurisdiction frame is hung on into assembling wall mould, Special-Shaped Column steel
On muscle cage or the lateral surface of non-bearing filling wall two,
2）Wall mould of first floor with Special-Shaped Column steel reinforcement cage is installed：
Protruding shaft or cutting ferrule are fixed according to setpoint distance on ground, then successively lifting carries the wall mould of Special-Shaped Column steel reinforcement cage, and
Two adjacent wall moulds are fixedly connected by Special-Shaped Column steel reinforcement cage, by the axle sleeve or protruding shaft engaging of wall mould and Special-Shaped Column steel reinforcement cage lower end
In protruding shaft or cutting ferrule on ground；
Section of jurisdiction frame is adjusted by adjusting rod to align the vertical of the firm wall mould for lifting, Special-Shaped Column steel reinforcement cage or non-bearing filling wall
Degree, then by the section of jurisdiction frame on its complementary modul wall and the wall mould being located at after levelling, Special-Shaped Column steel reinforcement cage or non-bearing filling wall
Section of jurisdiction frame couples and adjusts section of jurisdiction frame to align the vertical of wall mould, Special-Shaped Column steel reinforcement cage or non-bearing filling wall by adjusting rod
Degree, then in the protruding shaft or cutting ferrule by the insertion part fix tightly of wall mould and Special-Shaped Column steel reinforcement cage lower end on ground；
Lift beam form steel reinforcement cage on non-bearing filling wall, last pump concrete tamps each wall mould in the first floor and different
Shape post steel reinforcement cage fills wall to form cast in situ ferroconcrete wall mould；
3）Second floor light floor slab and the wall mould with Special-Shaped Column steel reinforcement cage are installed：
Lifting second layer floor is exempted from form removal and is shelved on the section of jurisdiction frame of next floor body of wall, and by every piece of second layer floor, exempt from
In protruding bar or flooring in form removal dark joist steel pipe respectively with the first floor in wall mould, Special-Shaped Column steel reinforcement cage on stretch cage bar
Or the beam form steel reinforcement cage of non-bearing filling wall upper end is connected,
Then the wall mould with Special-Shaped Column steel reinforcement cage of the second floor is lifted successively, and by Special-Shaped Column steel reinforcement cage by two adjacent walls
Mould is fixedly connected, by the wall mould wall mould and Special-Shaped Column steel for being fastened on the first floor corresponding with the insertion part of Special-Shaped Column steel reinforcement cage lower end
In protruding shaft or cutting ferrule on muscle cage；
Section of jurisdiction frame is adjusted by adjusting rod to align the vertical of the firm wall mould for lifting, Special-Shaped Column steel reinforcement cage or non-bearing filling wall
Degree, then by the section of jurisdiction frame on its complementary modul wall and the wall mould being located at after levelling, Special-Shaped Column steel reinforcement cage or non-bearing filling wall
Section of jurisdiction frame couples and adjusts section of jurisdiction frame to align the vertical of wall mould, Special-Shaped Column steel reinforcement cage or non-bearing filling wall by adjusting rod
Degree, then by the wall mould and Special-Shaped Column of the insertion part of the wall mould of the second layer and Special-Shaped Column steel reinforcement cage lower end and corresponding first floor
Protruding shaft or cutting ferrule on steel reinforcement cage is fixedly secured；
Lift beam form steel reinforcement cage on non-bearing filling wall, last pump concrete tamps each wall mould in the second floor and different
Shape post steel reinforcement cage fills wall to form cast in situ ferroconcrete wall mould；
4）Fixed third story layer light floor slab being lifted again or exempting from form removal and wall mould and Special-Shaped Column steel reinforcement cage, such iterative cycles are to top
Layer.
The improvement of the three of above-mentioned technical proposal is：In the step 1）、2）With 3）In, 1 the step of technical scheme three）、
2）With 3）In,
First install per the wall mould between floor layer placed in the middle, Special-Shaped Column steel reinforcement cage and non-bearing filling wall, it is only placed in the middle in every floor layer
One it is interior set counterbracing, then the wall mould between placed in the middle, Special-Shaped Column steel reinforcement cage and non-bearing filling wall are adjoined one another and profit
With adjusting rod section of jurisdiction frame is adjusted to align the perpendicularity of wall mould, Special-Shaped Column steel reinforcement cage or non-bearing filling wall, it is then oblique with intersecting
Support by reinforcings fix, finally, launch installation wall mould between adjacent placed in the middle one simultaneously to the left and right.
The four of above-mentioned technical proposal are：A kind of cast in situ ferroconcrete wall mould for exempting to support fills the construction method of wall, adopts
Constructed with the above-mentioned cast in situ ferroconcrete wall mould filling wall for exempting to support, comprised the following steps：
1）Two relative steel grid pieces are set on pedestal, and two steel grid pieces are connected to form wall by tension rib
Mould steel reinforcement cage, is fixed for connecting the Special-Shaped Column steel reinforcement cage of adjacent wall mould in wall mould steel reinforcement cage one end or two ends, relative two
Divide three sections between steel grid piece from bottom to top and be provided with mold cores, be provided with and phase up and down in every die core upper and lower side two
The pin hole and latch of adjacent mold cores contraposition connection, wall mould is stretched out in the termination of the major-minor reinforcing bar of the steel grid piece；
2）Adjusting rod is respectively and fixedly provided with the side of wall mould steel reinforcement cage and Special-Shaped Column steel reinforcement cage, in wall mould steel reinforcement cage and Special-Shaped Column steel
The both sides of muscle cage arrange the contour template with wall mould steel reinforcement cage and Special-Shaped Column steel reinforcement cage, and section of jurisdiction frame is hung on into wall mould steel reinforcement cage
Or on two lateral surfaces of Special-Shaped Column steel reinforcement cage, wall mould veneer cavity is formed between the template and mold cores；
3）Casting concrete and jolt ramming in wall mould veneer cavity, are then fed into multi-rail type hydrothermal curing housing support shield and form wall mould,
Then mold cores are deviate to form hollow layer；
4）Each floor wall mould, and the full cast-in-place concrete in hollow layer and Special-Shaped Column steel reinforcement cage are installed.
The present invention is to solve the five of the technical scheme that above-mentioned technical problem is proposed to be：A kind of preparation method of wall mould veneer,
Wall mould veneer described above is made, using compression-vibration shaping machine and multistation automatic assembly line：
The multistation automatic assembly line includes eight stations of order successively：1）Raising bottom hangs shifting from the bed die of fog room
Product, the empty bed die of passage are to No. 2 positions；2) empty bed die suspends station；3) bed die station is cleaned with water；4) additionally arrange pad film or spraying is de-
Mould agent station；5) additionally arrange reinforced mesh station, online many places be provided with like the diameter of wall mould thickness about 40 lengths of steel pipes or be temporarily stuck in steel
Concrete slab is set to form about 20-80 diameter through hole when rejecting after on muscle, so as to wearing connection tension rib；6) connect and put framed station；
7）Concrete station is laid on bed die in framed；8）Bidirectional pressing-vibrating forming machine compression-vibration shaping station;Through eight station steps
After entering, the automatic assembly line of plate lift is sent into curing room by the wall mould veneer of shaping, per board wall mould veneer at 68 ± 8 degree
Jing 12 hours hydrothermal curings are offline in tunnel type curing room.
The present invention is to solve the six of the technical scheme that above-mentioned technical problem is proposed to be：A kind of making side of non-bearing filling wall
Method, makes above-mentioned non-bearing filling wall, comprises the following steps：
1）After first mixing 0-10mm solid slags or coal ash≤20% cement and add water stir well in right amount, the Liang of Dinging Ba enter hollow
In rate >=48% building block steel mold cavity, above anvil swage is compressing with the hydraulic coupling per c ㎡ 250-150 kilogram, and then Jing is damp and hot
Grabbed to row's block platform with special manipulator polylith after maintenance；
2）Main piece, half block are arranged and the Tu Ba Shang block wall rib by the order that upper and lower skin bit body perps dislocation code is built<3 ㎜ thickness
The multiple rows of building block for arranging Yi Tu Ba cementing agent on block platform is captured together and moves to a yard bench-table seat top contraposition by cementing agent, code wall telephone hand
Afterwards, the subordinate drop of machine, when hypodermis block is touched in building block lower end, machine hand should continue just to open clamping when declining and reach setting thrust
Mechanism and return, so as to Jiang Tu Ba up or down skin bit end cementing agent extrude Jun Ba.
Description of the drawings
Below in conjunction with the accompanying drawings the invention will be further described：
Fig. 1 is the cast in place reinforced bar for exempting to support of the two headband Special-Shaped Column steel reinforcement cages and two side faces of the embodiment of the present invention one with section of jurisdiction frame
Concrete walls mould fills the structural representation of wall.
Fig. 2 is the A-A sectional views of Fig. 1.
Fig. 3 is the structural representation of Fig. 1 sections of jurisdiction frame.
Fig. 4 is the topology view of the non-bearing filling wall of the embodiment of the present invention three
Fig. 5 is the side view of Fig. 4.
Specific embodiment
Embodiment one
The cast in situ ferroconcrete wall mould filling wall for exempting to support of the present embodiment, as depicted in figs. 1 and 2, including wall mould 1 and solid
It is scheduled on the wall mould one end or two ends and the Special-Shaped Column steel reinforcement cage 2 for connecting adjacent wall mould.
Wall mould 1 includes being made up of the tension rib 4 of the two steel grid pieces 3 being oppositely arranged and the two steel grid pieces that are connected
Wall mould steel reinforcement cage 5.
Adjusting rod is respectively and fixedly provided with the side of wall mould steel reinforcement cage 5 and Special-Shaped Column steel reinforcement cage 2.Wall mould steel reinforcement cage 5 and Special-Shaped Column
The upper and lower ends of steel reinforcement cage 2 are respectively fixed with for blocking with adjacent levels wall mould steel reinforcement cage 5 and the contraposition of Special-Shaped Column steel reinforcement cage 2
Slotting insertion part 6.Insertion part 6 is that the cutting ferrule and protruding shaft or two cutting ferrules that can mutually plug together and two can stretch into the movable convex of cutting ferrule
Axle, etc..
Removable section of jurisdiction frame 7 is equipped with the two sides of wall mould steel reinforcement cage 5 and Special-Shaped Column steel reinforcement cage 2.As shown in figure 3, pipe
Horse 7 includes framework 71, the panel 72 being fixed on framework 71 and the template being fixed on panel.The adjacent wall mould steel reinforcement cage of template
5 and Special-Shaped Column steel reinforcement cage 2 side at arrange.Adjusting rod one end passes through framework 71 and is provided with adjustable and fixing pipe horse 7
Regulating part, equal cast-in-place concrete in wall mould steel reinforcement cage 5 and Special-Shaped Column steel reinforcement cage 2.Key pole can be screw mandrel, polished rod or incite somebody to action
Stretch out and to be formed, etc. in the two ends of tension rib 4.Regulating part can be nut or binding piece, etc..
The template of the present embodiment is to be formed with the thick template of multiple through holes or by non-sticky mould resin fiber or engineering plastics system
Into thin template.The through hole insertion thickness template two relative side of thick template, thick template thickness is 4-15mm, and thick template is affiliated in pipe
On the panel 72 of horse 7 and by clamp-on the cast-in-place concrete in through hole with respectively with wall mould steel reinforcement cage 5 or Special-Shaped Column steel reinforcement cage 2
The full cast in situ ferroconcrete wall body consolidation for being formed is integrated.Thick template can mix the mould that fiber suppresses shaping by concrete
Plate.
The steel grid piece 3 of the present embodiment is prefabricated by the major-minor reinforcing bar of the setting of direction in length and breadth（Termination overhangs plate body）'s
Mesh flake.Insertion part 6（Protruding shaft and pipe box）The major-minor muscle being fixed in the steel grid piece 3 at the upper and lower ends of wall mould steel reinforcement cage 5
On.Adjusting rod or tension rib 4 are fixed on the major-minor reinforcing bar in steel grid piece 3 or cross interface point.
The section of jurisdiction frame 7 of the present embodiment is the section of jurisdiction frame that multi-disc can splice each other.Section of jurisdiction frame 7 is provided with positioned at Special-Shaped Column reinforcing bar
Corner vestlet at the lateral surface of cage 2.The upper and lower ends of wall mould 1 and Special-Shaped Column steel reinforcement cage 2 and adjacent levels wall mould 1 and Special-Shaped Column
The axle center skew of the levels wall film filling wall that the contraposition card of steel reinforcement cage 2 is formed after inserting is less than or equal to 3mm.The panel 72 of section of jurisdiction frame is
Bar-mat reinforcement.A shape, L-shaped or T-shaped steel reinforcement cage that Special-Shaped Column steel reinforcement cage 2 is made up of two steel grid pieces 3 and tension rib 4, etc.
Deng.
When section of jurisdiction frame 7 can abandon thick template when the side of steel reinforcement cage two without precast concrete uses and directly with section of jurisdiction frame,
Thin template is kept out and makes full cast-in-situ steel reinforced concrete beam, post（Shear wall）.
Embodiment two
The cast in situ ferroconcrete wall mould filling wall for exempting to support of the present embodiment, is the improvement on the basis of embodiment one, with reality
Apply unlike example one：Including wall mould 1 and it is fixed on the wall mould one end or two ends and Special-Shaped Column for connecting adjacent wall mould
Steel reinforcement cage or non-bearing filling wall 9.
Wall mould 1 includes two wall mould veneers 8 being oppositely arranged and the hollow layer between two wall mould veneers 8.Wall mould
Veneer 8 is to be fixed on prefabricated in concrete forming by steel grid piece 3.Wall mould veneer 8 is provided with reserved through hole, reserved through hole
A diameter of 20-80mm.
Tension rib 4 is provided with hollow layer.Tension rib 4 stretch into the reserved through hole of two panels wall mould veneer 8 with wall mould veneer in
Steel grid piece 3 be connected to form wall mould steel reinforcement cage 5.Fix on the side of wall mould veneer 8 and Special-Shaped Column steel reinforcement cage 2
The upper and lower ends for having adjusting rod, wall mould veneer 8 and Special-Shaped Column steel reinforcement cage 2 be respectively fixed with for adjacent levels wall mould veneer
8 and the slotting insertion part 6 of the contraposition card of Special-Shaped Column steel reinforcement cage 2, wall mould veneer 8 and Special-Shaped Column steel reinforcement cage 2 two sides on be equipped with can
The section of jurisdiction frame 7 torn open.
Arrange at the side of the adjacent wall mould veneer 8 of template or Special-Shaped Column steel reinforcement cage 2, adjusting rod one end is through framework 71 and pacifies
Full cast-in-place concrete in regulating part equipped with adjustable and fixing pipe horse 7, hollow layer and Special-Shaped Column steel reinforcement cage 2.
The steel grid piece 3 of the present embodiment is by the prefabricated mesh flake of the major-minor reinforcing bar of the setting of direction in length and breadth.Mesh flake
Stretch out wall mould veneer in the termination of major-minor reinforcing bar.
The template of the present embodiment is the thin template or thickness being located at the side of Special-Shaped Column steel reinforcement cage 2 on the panel 72 of section of jurisdiction frame 7
Template, thick template thickness is 4-15mm, and thin template is the sheet metal of thickness >=0.5mm or non-sticky mould resin thin fiber board, thick template
The through hole of multiple insertion thickness template two relative sides is formed with, thick template is by clamp-oning full cast-in-place concrete and Special-Shaped Column in through hole
The consolidation of steel reinforcement cage 2 is integrated.
Embodiment three
The cast in situ ferroconcrete wall mould for exempting to support of the present embodiment fills the construction method of wall, using embodiment one and embodiment
The two cast in situ ferroconcrete wall mould filling wall for exempting to support is constructed, and is comprised the following steps：
1）Before lifting wall mould 1, Special-Shaped Column steel reinforcement cage 2 or non-bearing filling wall 9, section of jurisdiction frame 7 is hung on into assembling wall mould 1, different
Shape post steel reinforcement cage 2 or non-bearing filling wall 9（As shown in Figure 4 and Figure 5）On two lateral surfaces,
2）Wall mould 1 of first floor with Special-Shaped Column steel reinforcement cage 2 is installed：
Protruding shaft or cutting ferrule are fixed according to setpoint distance on ground, then successively lifting carries the wall mould 1 of Special-Shaped Column steel reinforcement cage 2,
And be fixedly connected two adjacent wall moulds 1 by Special-Shaped Column steel reinforcement cage 2, by wall mould 1 and the axle sleeve or convex of the lower end of Special-Shaped Column steel reinforcement cage 2
Axle is fastened on the protruding shaft on ground or cutting ferrule；
Section of jurisdiction frame 7 is adjusted by adjusting rod to align hanging down for the firm wall mould 1 for lifting, Special-Shaped Column steel reinforcement cage 2 or non-bearing filling wall 9
Straight degree, then by the section of jurisdiction frame 7 on its complementary modul wall and the wall mould 1, Special-Shaped Column steel reinforcement cage 2 or non-bearing filling wall being located at after levelling
Section of jurisdiction frame 7 on 9 couples and adjusts section of jurisdiction frame to align wall mould 1, Special-Shaped Column steel reinforcement cage 2 or non-bearing filling wall by adjusting rod
9 perpendicularity, the then protruding shaft or cutting ferrule by the fix tightly of insertion part 6 of wall mould 1 and the lower end of Special-Shaped Column steel reinforcement cage 2 on ground
On；
Beam form steel reinforcement cage is lifted on non-bearing filling wall 9（Also beam form steel reinforcement cage can be preset before dispatching from the factory）, last pumped concrete
Soil, in addition to top 50cm and upper strata set and pour section jointly after rinforcement bar, tamps each wall mould 1 and the Special-Shaped Column reinforcing bar in the first floor
Cage 2 fills wall to form cast in situ ferroconcrete wall mould；
3）Second floor light floor slab and the wall mould 1 with Special-Shaped Column steel reinforcement cage 2 are installed：
Lifting second layer floor is exempted from form removal and is shelved on the section of jurisdiction frame 7 of next floor body of wall, and by every piece of second layer floor, exempt from
In protruding bar or flooring in form removal dark joist steel pipe respectively with the first floor in wall mould 1, Special-Shaped Column steel reinforcement cage 2 on stretch master
The beam form steel reinforcement cage of muscle or the upper end of non-bearing filling wall 9 is connected；
Floor be available with wall mould veneer production line only replace with mould and three sets recycling it is framed after produce levels
For each 40mm thickness reinforced mesh concrete slabs, centre is 80mm thickness sound-insulating layers, is that the lightweight of every cube of unit weight≤600kg is answered
Condensation material layer, diameter 60-80 × 2.5mm wall thickness × 110mm that steel grid in joint face bottom plate body is provided with three layers is high
Armored concrete connecting column, becomes the common 80mm thickness reinforced concrete slab of three layers of levels and has by per square at least 3
160mm thickness bearing capacities and light floor that is lightweight and preventing fires with tolerant noise-insulating warm-keeping.
Then the wall mould 1 with Special-Shaped Column steel reinforcement cage 2 of the second floor is lifted successively, and will by Special-Shaped Column steel reinforcement cage 2
Two adjacent wall moulds 1 are fixedly connected, and the correspondence of insertion part 6 of wall mould 1 and the lower end of Special-Shaped Column steel reinforcement cage 2 is fastened on into the wall of the first floor
In protruding shaft or cutting ferrule on mould 1 and Special-Shaped Column steel reinforcement cage 2；
Section of jurisdiction frame 7 is adjusted by adjusting rod to align hanging down for the firm wall mould 1 for lifting, Special-Shaped Column steel reinforcement cage 2 or non-bearing filling wall 9
Straight degree, then by the section of jurisdiction frame 7 on its complementary modul wall and the wall mould 1, Special-Shaped Column steel reinforcement cage 2 or non-bearing filling wall being located at after levelling
Section of jurisdiction frame 7 on 9 couples and adjusts section of jurisdiction frame to align wall mould 1, Special-Shaped Column steel reinforcement cage 2 or non-bearing filling wall by adjusting rod
9 perpendicularity, then by the wall of the insertion part 6 of the wall mould 1 of the second layer and the lower end of Special-Shaped Column steel reinforcement cage 2 and corresponding first floor
Protruding shaft or cutting ferrule on mould 1 and Special-Shaped Column steel reinforcement cage 2 is fixedly secured；
Beam form steel reinforcement cage is lifted on non-bearing filling wall 9, last pump concrete tamps each He of wall mould 1 in the second floor
Special-Shaped Column steel reinforcement cage 2 fills wall to form cast in situ ferroconcrete wall mould；
4）Fixed third story layer light floor slab being lifted again or exempting from form removal and wall mould 1 and Special-Shaped Column steel reinforcement cage 2, such iterative cycles are extremely
Top layer.
The present embodiment is in step 1）、2）With 3）In, 1 the step of technical scheme three）、2）With 3）In,
First install per the wall mould 1 between floor layer placed in the middle, Special-Shaped Column steel reinforcement cage 2 and non-bearing filling wall 9, only occupy in every floor layer
In one it is interior set counterbracing, then the wall mould 1 between placed in the middle, Special-Shaped Column steel reinforcement cage 2 and non-bearing filling wall 9 are adjoined one another
And using adjusting rod section of jurisdiction frame 7 is adjusted to align the perpendicularity of wall mould 1, Special-Shaped Column steel reinforcement cage 2 or non-bearing filling wall 9, then
With counterbracing by reinforcing fix, finally, launch to the left and right that wall mould 1 is installed simultaneously between adjacent placed in the middle one.
Example IV
The cast in situ ferroconcrete wall mould for exempting to support of the present embodiment fills the construction method of wall, and using embodiment two support is exempted from
Cast in situ ferroconcrete wall mould filling wall constructed, comprise the following steps：
1）Two relative steel grid pieces 3 are set on pedestal, and two steel grid pieces are connected to be formed by tension rib
Wall mould steel reinforcement cage 5.Wall mould fills wall size：Thickness 200mm, width 1500mm, height 3000mm.In wall mould steel reinforcement cage 5 one
End or two ends are fixed for connecting the Special-Shaped Column steel reinforcement cage 2 of adjacent wall mould.Between two relative steel grid pieces 3 from bottom to top
Divide three sections and be provided with mold cores, be provided with what is be connected with the contraposition of neighbouring mold cores in every die core upper and lower side two
Stretch out wall mould 1 in pin hole and latch, the termination of the major-minor reinforcing bar of steel grid piece 3.
2）Adjusting rod is respectively and fixedly provided with the side of wall mould steel reinforcement cage 5 and Special-Shaped Column steel reinforcement cage 2, in wall mould steel reinforcement cage and different
The both sides of shape post steel reinforcement cage arrange the contour template with wall mould steel reinforcement cage and Special-Shaped Column steel reinforcement cage, and section of jurisdiction frame 7 is hung on into wall
On two lateral surfaces of mould steel reinforcement cage 5 or Special-Shaped Column steel reinforcement cage 2, wall mould veneer cavity, wall mould are formed between template and mold cores
Veneer chamber about 50mm width.
3）Casting concrete and jolt ramming in wall mould veneer cavity, are then fed into multi-rail type hydrothermal curing housing support shield and form wall
Mould, mold cores then deviate to form hollow layer.
4）Each floor wall mould, and the full cast-in-place concrete in hollow layer and Special-Shaped Column steel reinforcement cage 2 are installed.
Embodiment five
The preparation method of the wall mould veneer of the present embodiment, makes such as the wall mould veneer in embodiment two, using compression-vibration shaping machine and
Multistation automatic assembly line：
Multistation automatic assembly line includes eight stations of order successively：1）Raising bottom hangs shifting and produces from the bed die of fog room
Product, the empty bed die of passage are to No. 2 positions；2) empty bed die suspends station；3) bed die station is cleaned with water；4) pad film or the spraying demoulding are additionally arranged
Agent station；5) reinforced mesh station is additionally arranged, second mate's muscle and at least the termination of a cage bar should stretch out framed, online many places in mesh sheet
It is provided with like the lengths of steel pipes of the diameter of wall mould thickness about 40 or makes concrete slab form about 20-80 diameters when rejecting after being temporarily stuck on reinforcing bar
Through hole, so as to wearing connection tension rib 4；6) connect and put framed station；7）Concrete station is laid on bed die in framed；8）
Bidirectional pressing-vibrating forming machine compression-vibration shaping station;After eight station steppings, plate is sent into curing room by the wall mould veneer 8 of shaping
The automatic assembly line of lift, per board wall mould veneer 8,12 hours hydrothermal curings of Jing are offline in 68 ± 8 degree of tunnel type curing room
.Only about 4 meters of tunnel type curing room is wide and 60 meters long, and tunnel type curing room is the constant temperature energy-saving for entering ejecting plate with continuous stepping
Curing room.
Compression-vibration shaping machine is provided with upper and lower crossbeam, and entablature is provided with top shoe, and top shoe is provided with liftable mo(u)ld top half
Mould, top swage is provided with vibrator, and shaking platform is provided with above sill, and shaking platform two is provided with floating guide rail.
When each stations of bed die Jing with frame material repeatedly step to the floating docked with the forward and backward bed die walking guide rail activity of main frame
After guide rail.
It is upper be molded into type frame and lower shake table simultaneously with it is two-sided shake molded reinforced concrete sandwich template when, the floating
Guide rail lower contracting in right amount, makes bed die intersect with shaking platform, receives exciting force, and pressure is shaken and finished, and is located at the Top frame machine of sill two
Structure, by framed lifting（Also quick last time is excessively framed for mould on period）, the framed empty two pairs of framed hooks of two translation that are arranged on connect
Firmly, with hook top travel mechanism by it is framed cross cloth displacement and be sent to put frame position, be in and put frame position（Have been provided with padding film, reinforcing bar
Mesh sheet）Bed die risen by two lifting body, after closing between frame and bed die rapid-aligning axle sleeve tenon, Yi Kuang mechanisms quickly return
Main frame position, connects again shifting empty frames.
When framed upper mould successively departs from the product of firm compression-vibration shaping（Wall mould 1）Afterwards, product is joined simultaneously with bed die by multistation
Dynamic stepping mechanism removes main frame（It is admitted to hydrothermal curing room）, the bed die subsequently with frame, strip is synchronous in place, and upper mould is again quick
Push pressure ... of shaking jointly with shake table again.
Per block with the bed die of just shaping wall mould veneer 8, sequentially enter fog room, about 4 meters of the fog room is wide, 60 meters long,
7.2 meters high are leaned on two walls to arrange about 55 meters long（25 pieces of bed dies can be put）, track 38 pairs, about 18 centimetres of each pair height spacing（It is total high
About 7.2 meters）, elevator shape lift is respectively provided with fog room two, complete to access, with follow procedure after firm shaped article bed die point
Fog room track is served on layer top, and correspondence layering accesses Jing maintenance about 12H（One class of system can conserve 24 hours）One piece of product and
Bed die is back on No. 1 position lifting platform with being down to bottom and return to road by the lifting platform pushing tow that continues, and platform rises to upper strata simultaneously by bed die
One side jack-up, inclines about 60 degree with edge-on shape, is transported machine and is hung using the quick hook of the two of wall mould veneer 8 contraposition canister aperture and removes product
Product.
On bottom returns to road in addition to returning at the lifting seat in the plane of pushing tow position, separation layer is provided with entirely, in order to avoid maintenance room temperature
Humidity is returned product and takes away.Normally closed type by the end lift of heat-insulation layer two is equipped with maintenance chamber outer wall and top, the face of ground six
Heat-insulation layer, i.e. bed rearrangement fog room are equipped with maintenance door except the bed die with firm shaped article serves one of fog room top lift
Remaining is full closeding state outside the gap-like entrance of high about 18cm（Outlet returns to road separation layer）, maintenance interior persistently stores 950
Block product, is entered by molding cycle stepping continous way（Go out）, make per block from push into step to send return road keep 12 hours,
Pass through in about 68 degree of hygrothermal environments.Room temperature can be lifted about 30 degree by the maintenance road using the product heat of hydration, merely with the sun
Energy hot water heating can realize more than 12 hours 68 degree of zero energy consumption thermostatic curings.
Embodiment six
The preparation method of the preparation method of the non-bearing filling wall of the present embodiment, makes the non-bearing filling wall in embodiment three,
Comprise the following steps：
1）After first mixing 0-10mm solid slags or coal ash≤20% cement and add water stir well in right amount, the Liang of Dinging Ba enter hollow
In rate >=48% building block steel mold cavity, above anvil swage is pressed into the hydraulic coupling per c ㎡ 250-150 kilogram (every square of 2000T)
Type, is then grabbed to row's block platform Jing after hydrothermal curing with special manipulator polylith；
2）Main piece, half block are arranged and the Tu Ba Shang block wall rib by the order that upper and lower skin bit body perps dislocation code is built<3 ㎜ thickness
The multiple rows of building block for arranging Yi Tu Ba cementing agent on block platform is captured together and moves to a yard bench-table seat top contraposition by cementing agent, code wall telephone hand
Afterwards, the subordinate drop of machine, when hypodermis block is touched in building block lower end, machine hand should continue just to open clamping when declining and reach setting thrust
Mechanism and return, so as to Jiang Tu Ba up or down skin bit end cementing agent extrude Jun Ba.
Same mould or more monolithics can be arranged when block length is more than or equal to 600 ㎜ and be applied after Ba cementing agent once
Code is grabbed to wall piece pedestal, as once suppressed 10 pieces, the pedestal at least 10 100 ㎜ × 600 ㎜ of band × exceed 2600 ㎜ are empty
The high-strength light of rate about 50% exempts to paint body of wall.
The using method of above-mentioned 100 ㎜ thickness Multifunction wall piece:Monolithic is used in locellus wall, and two are used for when uniting two into one
Party wall is provided with entrainment xps insulations in the middle of the reinforcing bar cast-in-place concrete beam form of 4-15 ㎜ non-dismantling formworks, two in upper end
Plate is used for the heat preserving exterior wall without cold (heat) bridge, and monolithic side sticking xps warming plate is put down auxiliary scattered as band above thermal insulation layer on roof
The accessible roof of hot ventilating duct is used.
The present invention is not limited to above-described embodiment.The technical scheme that all employing equivalents are formed, all falling within the present invention will
The protection domain asked.
Claims (14)
1. a kind of cast in situ ferroconcrete wall mould filling wall for exempting to support, including wall mould and it is fixed on the wall mould one end or two ends
And for connecting the Special-Shaped Column steel reinforcement cage of adjacent wall mould, it is characterised in that：The wall mould includes the bar-mat reinforcement being oppositely arranged by two
The wall mould steel reinforcement cage that the tension rib of lattice piece and the two steel grid pieces that are connected is constituted, the wall mould steel reinforcement cage and Special-Shaped Column reinforcing bar
Be respectively and fixedly provided with the side of cage adjusting rod, the wall mould steel reinforcement cage and Special-Shaped Column steel reinforcement cage upper and lower ends be respectively fixed with for
The insertion part slotting with adjacent levels wall mould steel reinforcement cage and Special-Shaped Column steel reinforcement cage contraposition card, the wall mould steel reinforcement cage and Special-Shaped Column
Removable section of jurisdiction frame is equipped with the two sides of steel reinforcement cage, the section of jurisdiction frame includes framework, the panel being fixed on framework and consolidates
Arrange at the side of the template being scheduled on panel, the adjacent wall mould steel reinforcement cage of the template and Special-Shaped Column steel reinforcement cage, the adjusting rod
One end is through framework and is provided with the adjustable regulating part with fixing pipe horse, in the wall mould steel reinforcement cage and Special-Shaped Column steel reinforcement cage
Cast-in-place concrete.
2. the cast in situ ferroconcrete wall mould filling wall for supporting is exempted from as claimed in claim 1, it is characterised in that：The template is
Be formed with multiple through holes thick template or by made by non-sticky mould resin fiber or engineering plastics thin template, the thick template it is logical
Hole insertion thickness template two relative side, the thick template thickness is 4-15mm, and the thick template is to be affiliated on the frame panel of section of jurisdiction simultaneously
By the complete cast-in-place steel for clamp-oning the cast-in-place concrete in the through hole to be formed with wall mould steel reinforcement cage or Special-Shaped Column steel reinforcement cage respectively
Reinforced concrete body of wall consolidation is integrated.
3. a kind of cast in situ ferroconcrete wall mould filling wall for exempting to support, including wall mould and it is fixed on the wall mould one end or two ends
And for connecting the Special-Shaped Column steel reinforcement cage or non-bearing filling wall of adjacent wall mould, it is characterised in that：The wall mould includes relative setting
The two wall mould veneers put and the hollow layer between two wall mould veneers, the wall mould veneer is fixed by steel grid piece
Prefabricated in concrete to form, the wall mould veneer is provided with reserved through hole, and tension rib, the drawknot are provided with the hollow layer
Muscle stretches into and is connected to form wall mould reinforcing bar with the steel grid piece in wall mould veneer in the reserved through hole of two panels wall mould veneer
Adjusting rod, the wall mould veneer and Special-Shaped Column reinforcing bar are respectively and fixedly provided with the side of cage, the wall mould veneer and Special-Shaped Column steel reinforcement cage
The upper and lower ends of cage are respectively fixed with for the insertion part slotting with adjacent levels wall mould veneer and Special-Shaped Column steel reinforcement cage contraposition card,
Removable section of jurisdiction frame is equipped with the two sides of the wall mould veneer and Special-Shaped Column steel reinforcement cage, the section of jurisdiction frame includes framework, consolidates
The side of the panel being scheduled on framework and the template being fixed on panel, the adjacent wall mould veneer of the template or Special-Shaped Column steel reinforcement cage
Place is arranged, and described adjusting rod one end is through framework and is provided with the regulating part of adjustable and fixing pipe horse, the hollow layer and
Full cast-in-place concrete in Special-Shaped Column steel reinforcement cage.
4. the cast in situ ferroconcrete wall mould filling wall for supporting is exempted from as claimed in claim 3, it is characterised in that：The bar-mat reinforcement
Lattice piece is by the prefabricated mesh flake of the major-minor reinforcing bar of the setting of direction in length and breadth；Stretch out wall mould in the termination of the major-minor reinforcing bar of the mesh flake
Veneer.
5. the cast in situ ferroconcrete wall mould filling wall for supporting is exempted from as claimed in claim 3, it is characterised in that：The template is
Thin template on the panel of section of jurisdiction frame at Special-Shaped Column steel reinforcement cage side or thick template, the thick template thickness is 4-15mm, institute
Sheet metal or non-sticky mould resin thin fiber board that thin template is thickness >=0.5mm are stated, the thick template is formed with multiple insertion thickness moulds
The through hole of plate two relative side, the thick template is by clamp-oning the full cast-in-place concrete in the through hole with the Special-Shaped Column reinforcing bar
Cage consolidation is integrated.
6. the cast in situ ferroconcrete wall mould filling wall for supporting is exempted from as claimed in claim 3, it is characterised in that：It is described reserved logical
A diameter of 20-80mm in hole.
7. claim 1 to 6 it is arbitrary as described in exempt from support cast in situ ferroconcrete wall mould filling wall, it is characterised in that：
The insertion part is the cutting ferrule and protruding shaft or two cutting ferrules and two activity protruding shafts that can stretch into cutting ferrule that can mutually plug together.
8. claim 1 to 6 it is arbitrary as described in exempt from support cast in situ ferroconcrete wall mould filling wall, it is characterised in that：
The steel grid piece is by the prefabricated mesh flake of the major-minor reinforcing bar of the setting of direction in length and breadth；The insertion part is fixed on the wall mould
On the major-minor muscle in steel grid piece at steel reinforcement cage upper and lower ends；The adjusting rod or tension rib are fixed on the steel grid
On major-minor reinforcing bar or cross interface point in piece.
9. claim 1 to 6 it is arbitrary as described in exempt from support cast in situ ferroconcrete wall mould filling wall, it is characterised in that：
The section of jurisdiction frame is the section of jurisdiction frame that multi-disc can splice each other, and the section of jurisdiction frame is provided with Special-Shaped Column steel reinforcement cage lateral surface
Corner vestlet；The upper and lower ends of the wall mould and Special-Shaped Column steel reinforcement cage and adjacent levels wall mould and Special-Shaped Column steel reinforcement cage contraposition card
The axle center skew of the levels wall film filling wall formed after inserting is less than or equal to 3mm；The panel of the section of jurisdiction frame is bar-mat reinforcement；It is described
A shape, L-shaped or T-shaped steel reinforcement cage that Special-Shaped Column steel reinforcement cage is made up of two steel grid pieces and tension rib.
10. a kind of cast in situ ferroconcrete wall mould for exempting to support fills the construction method of wall, using appointing such as claim 1 to 6
The cast in situ ferroconcrete wall mould filling wall that exempting from described in supports is constructed, it is characterised in that comprised the following steps：
1）Before lifting wall mould, Special-Shaped Column steel reinforcement cage or non-bearing filling wall, section of jurisdiction frame is hung on into assembling wall mould, Special-Shaped Column steel
On muscle cage or the lateral surface of non-bearing filling wall two,
2）Wall mould of first floor with Special-Shaped Column steel reinforcement cage is installed：
Protruding shaft or cutting ferrule are fixed according to setpoint distance on ground, then successively lifting carries the wall mould of Special-Shaped Column steel reinforcement cage, and
Two adjacent wall moulds are fixedly connected by Special-Shaped Column steel reinforcement cage, by the axle sleeve or protruding shaft engaging of wall mould and Special-Shaped Column steel reinforcement cage lower end
In protruding shaft or cutting ferrule on ground；
Section of jurisdiction frame is adjusted by adjusting rod to align the vertical of the firm wall mould for lifting, Special-Shaped Column steel reinforcement cage or non-bearing filling wall
Degree, then by the section of jurisdiction frame on its complementary modul wall and the wall mould being located at after levelling, Special-Shaped Column steel reinforcement cage or non-bearing filling wall
Section of jurisdiction frame couples and adjusts section of jurisdiction frame to align the vertical of wall mould, Special-Shaped Column steel reinforcement cage or non-bearing filling wall by adjusting rod
Degree, then in the protruding shaft or cutting ferrule by the insertion part fix tightly of wall mould and Special-Shaped Column steel reinforcement cage lower end on ground；
Lift beam form steel reinforcement cage on non-bearing filling wall, last pump concrete tamps each wall mould in the first floor and different
Shape post steel reinforcement cage fills wall to form cast in situ ferroconcrete wall mould；
3）Second floor light floor slab and the wall mould with Special-Shaped Column steel reinforcement cage are installed：
Lifting second layer floor is exempted from form removal and is shelved on the section of jurisdiction frame of next floor body of wall, and by every piece of second layer floor, exempt from
In protruding bar or flooring in form removal dark joist steel pipe respectively with the first floor in wall mould, Special-Shaped Column steel reinforcement cage on stretch cage bar
Or the beam form steel reinforcement cage of non-bearing filling wall upper end is connected,
Then the wall mould with Special-Shaped Column steel reinforcement cage of the second floor is lifted successively, and by Special-Shaped Column steel reinforcement cage by two adjacent walls
Mould is fixedly connected, by the wall mould wall mould and Special-Shaped Column steel for being fastened on the first floor corresponding with the insertion part of Special-Shaped Column steel reinforcement cage lower end
In protruding shaft or cutting ferrule on muscle cage；
Section of jurisdiction frame is adjusted by adjusting rod to align the vertical of the firm wall mould for lifting, Special-Shaped Column steel reinforcement cage or non-bearing filling wall
Degree, then by the section of jurisdiction frame on its complementary modul wall and the wall mould being located at after levelling, Special-Shaped Column steel reinforcement cage or non-bearing filling wall
Section of jurisdiction frame couples and adjusts section of jurisdiction frame to align the vertical of wall mould, Special-Shaped Column steel reinforcement cage or non-bearing filling wall by adjusting rod
Degree, then by the wall mould and Special-Shaped Column of the insertion part of the wall mould of the second layer and Special-Shaped Column steel reinforcement cage lower end and corresponding first floor
Protruding shaft or cutting ferrule on steel reinforcement cage is fixedly secured；
Lift beam form steel reinforcement cage on non-bearing filling wall, last pump concrete tamps each wall mould in the second floor and different
Shape post steel reinforcement cage fills wall to form cast in situ ferroconcrete wall mould；
4）Fixed third story layer light floor slab is lifted again or exempts from form removal and wall mould and Special-Shaped Column steel reinforcement cage and non-bearing filling wall, such as
This iterative cycles is to top layer.
The 11. cast in situ ferroconcrete wall moulds for exempting from support as claimed in claim 10 fill the construction method of wall, and its feature exists
In：In the step 1）、2）With 3）In, 1 the step of technical scheme three）、2）With 3）In,
First install per the wall mould between floor layer placed in the middle, Special-Shaped Column steel reinforcement cage and non-bearing filling wall, it is only placed in the middle in every floor layer
One it is interior set counterbracing, then the wall mould between placed in the middle, Special-Shaped Column steel reinforcement cage and non-bearing filling wall are adjoined one another and profit
With adjusting rod section of jurisdiction frame is adjusted to align the perpendicularity of wall mould, Special-Shaped Column steel reinforcement cage or non-bearing filling wall, it is then oblique with intersecting
Support by reinforcings fix, finally, launch installation wall mould between adjacent placed in the middle one simultaneously to the left and right.
A kind of 12. cast in situ ferroconcrete wall moulds for exempting to support fill the construction method of wall, using appointing such as claim 3 to 6
The cast in situ ferroconcrete wall mould filling wall that exempting from described in supports is constructed, it is characterised in that comprised the following steps：
1）Two relative steel grid pieces are set on pedestal, and two steel grid pieces are connected to form wall by tension rib
Mould steel reinforcement cage, is fixed for connecting the Special-Shaped Column steel reinforcement cage of adjacent wall mould in wall mould steel reinforcement cage one end or two ends, relative two
Divide three sections between steel grid piece from bottom to top and be provided with mold cores, be provided with and phase up and down in every die core upper and lower side two
The pin hole and latch of adjacent mold cores contraposition connection, wall mould is stretched out in the termination of the major-minor reinforcing bar of the steel grid piece；
2）Adjusting rod is respectively and fixedly provided with the side of wall mould steel reinforcement cage and Special-Shaped Column steel reinforcement cage, in wall mould steel reinforcement cage and Special-Shaped Column steel
The both sides of muscle cage arrange the contour template with wall mould steel reinforcement cage and Special-Shaped Column steel reinforcement cage, and section of jurisdiction frame is hung on into wall mould steel reinforcement cage
Or on two lateral surfaces of Special-Shaped Column steel reinforcement cage, wall mould veneer cavity is formed between the template and mold cores；
3）Casting concrete and jolt ramming in wall mould veneer cavity, are then fed into multi-rail type hydrothermal curing housing support shield and form wall mould,
Then mold cores are deviate to form hollow layer；
4）Each floor wall mould, and the full cast-in-place concrete in hollow layer and Special-Shaped Column steel reinforcement cage are installed.
A kind of 13. preparation methods of wall mould veneer, make claim 3 to 6 it is arbitrary as described in wall mould veneer, shaken using pressure
Forming machine and multistation automatic assembly line, it is characterised in that：
The multistation automatic assembly line includes eight stations of order successively：1）Raising bottom hangs shifting from the bed die of fog room
Product, the empty bed die of passage are to No. 2 positions；2) empty bed die suspends station；3) bed die station is cleaned with water；4) additionally arrange pad film or spraying is de-
Mould agent station；5) additionally arrange reinforced mesh station, online many places be provided with like the diameter of wall mould thickness about 40 lengths of steel pipes or be temporarily stuck in steel
Concrete slab is set to form about 20-80 diameter through hole when rejecting after on muscle, so as to wearing connection tension rib；6) connect and put framed station；
7）Concrete station is laid on bed die in framed；8）Bidirectional pressing-vibrating forming machine compression-vibration shaping station;Through eight station steps
After entering, the automatic assembly line of plate lift is sent into curing room by the wall mould veneer of shaping, per board wall mould veneer at 68 ± 8 degree
Jing 12 hours hydrothermal curings are offline in tunnel type curing room.
A kind of 14. preparation methods of non-bearing filling wall, make claim 3 to 6 it is arbitrary as described in non-bearing filling wall,
It is characterized in that comprising the following steps：
1）After first mixing 0-10mm solid slags or coal ash≤20% cement and add water stir well in right amount, the Liang of Dinging Ba enter hollow
In rate >=48% building block steel mold cavity, above anvil swage is compressing with the hydraulic coupling per c ㎡ 250-150 kilogram, and then Jing is damp and hot
Grabbed to row's block platform with special manipulator polylith after maintenance；
2）Main piece, half block are arranged and the Tu Ba Shang block wall rib by the order that upper and lower skin bit body perps dislocation code is built<3 ㎜ thickness
The multiple rows of building block for arranging Yi Tu Ba cementing agent on block platform is captured together and moves to a yard bench-table seat top contraposition by cementing agent, code wall telephone hand
Afterwards, the subordinate drop of machine, when hypodermis block is touched in building block lower end, machine hand should continue just to open clamping when declining and reach setting thrust
Mechanism and return, so as to Jiang Tu Ba up or down skin bit end cementing agent extrude Jun Ba.
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| CN201710048723.2A CN106639068B (en) | 2017-01-23 | 2017-01-23 | Support-free cast-in-place reinforced concrete wall form infilled wall and construction method thereof, and manufacturing method of wall form veneer and non-bearing infilled wall |
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| CN201710048723.2A CN106639068B (en) | 2017-01-23 | 2017-01-23 | Support-free cast-in-place reinforced concrete wall form infilled wall and construction method thereof, and manufacturing method of wall form veneer and non-bearing infilled wall |
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| CN107201782A (en) * | 2017-07-18 | 2017-09-26 | 西安全鼎建筑科技有限公司 | A kind of wall of assembled architecture, floor connecting node and method |
| CN107327050A (en) * | 2017-08-28 | 2017-11-07 | 武汉建工集团股份有限公司 | A kind of avoid-dismantle outer wall of basement flange single side formwork device and construction method |
| CN107363985A (en) * | 2017-07-03 | 2017-11-21 | 广州容联建筑科技有限公司 | A kind of construction method of reinforced concrete wall cavity |
| CN107989273A (en) * | 2017-12-19 | 2018-05-04 | 苏州市世好建材新技术工程有限公司 | A kind of precast wall body steel reinforcement cage attachment device |
| CN108166643A (en) * | 2017-12-04 | 2018-06-15 | 山东泰信幕墙工程有限公司 | For the wall plate device and installing and connecting apparatus of building |
| TWI687042B (en) * | 2019-06-11 | 2020-03-01 | 李青枬 | Supporting construction method of solar module |
| CN111608261A (en) * | 2019-02-25 | 2020-09-01 | 赖建成 | Hollow wall structure and construction method thereof |
| WO2021056256A1 (en) * | 2019-09-25 | 2021-04-01 | 邹胜斌 | Modularized strong-constraint combined shear wall and construction method therefor |
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| CN111608261A (en) * | 2019-02-25 | 2020-09-01 | 赖建成 | Hollow wall structure and construction method thereof |
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