CN102561681B - Casting molding template and casting molding process for constructional columns of infilled walls - Google Patents
Casting molding template and casting molding process for constructional columns of infilled walls Download PDFInfo
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- CN102561681B CN102561681B CN2012100686835A CN201210068683A CN102561681B CN 102561681 B CN102561681 B CN 102561681B CN 2012100686835 A CN2012100686835 A CN 2012100686835A CN 201210068683 A CN201210068683 A CN 201210068683A CN 102561681 B CN102561681 B CN 102561681B
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Abstract
The invention discloses a casting molding template and a casting molding process for constructional columns of infilled walls. The molding template comprises a lining template and a principal template, wherein the upper end part of the principal template is provided with a lining template installing slot for installing the lining template, the lining template and the principal template are assembled so as to form a constructional column template; and the lining template installing slot is provided with a horn-type feeding device, the lining template is a movable template which can carry out up-and-down motions or left-and-right motions on the inner wall of the principal template, and a template moving component is arranged on the outside surface of the lining template; and the molding process comprises the steps of 1, carrying out survey layout; 2, installing a reinforcement cage; 3, erecting the template; 4, installing the horn-type feeding device; 5, moving the lining template outwards; 6, carrying out casting construction; 7, moving back the lining template and removing the horn-type feeding device; and 8, removing the template. The casting molding template disclosed by the invention is reasonable in structure, simple in operation, economic, practical, time-saving, labor-saving and good in application effect, and can effectively solve various actual problems existing in the current construction on constructional columns of infilled walls.
Description
Technical field
The invention belongs to infilled wall Constructional Col-umn Construction technical field, especially relate to a kind of infilled wall constructional column and build forming panel and build moulding process.
Background technology
The infilled wall constructional column has following effect: the shear strength that 1, improves body of wall; 2, improve by a relatively large margin the deformability in body of wall and house; 3, form the constraint system together with collar tie beam, effectively limit generation and the development of wall body slit, guarantee that body of wall does not collapse.Thereby constructional column directly affects the general safety performance in house, especially for the frame construction infilled wall, constructional column is indispensable especially.Nowadays, when the infilled wall constructional column is carried out to pouring construction, the conventional construction column template adopted generally comprises the forming panel that is assemblied to form by four side templates, it is perpendicular stupefied and to be arranged on the multiple tracks horizontal stroke in the forming panel outside from top to bottom stupefied to be arranged on the multiple tracks in the forming panel outside, in forming panel, the upper end of a side template is provided with the horn charging aperture simultaneously, and horn charging aperture ratio needs the high approximately 100mm of constructing structure post.
The above-mentioned conventional construction column template of actual employing carries out in work progress, after completing, lays again formwork above-mentioned horn charging aperture, and while building the post concrete, the horn charging aperture is also completely watered, be that concreting is to horn charging aperture top, after concrete setting and form removal, the more unnecessary concrete engraving tool that horn charging aperture place is left is removed (chiseling out the unnecessary concrete that horn charging aperture place leaves).Like this, above-mentioned traditional constructional column template that the horn charging aperture is set must be waited until that concrete reaches after solidifying and could remove, and also to carve the unnecessary concrete except horn charging aperture place after form removal, and engraving tool is repaired the out-of-flatness face of horn charging aperture place on constructional column (carving except position) except rear also the need, thereby cause the wastes such as manpower, material, duration, and the concrete due to engraving tool after removing must be processed, thereby also can polluting environment.
Summary of the invention
Technical problem to be solved by this invention is for above-mentioned deficiency of the prior art, a kind of simple in structure, reasonable in design, easy accessibility is provided and uses infilled wall constructional column easy and simple to handle, that result of use is good to build forming panel.
For solving the problems of the technologies described above, the technical solution used in the present invention is: a kind of infilled wall constructional column is built forming panel, it is characterized in that: comprise that liner template and upper end have the main body template of the liner lamina membranacea installing port of installing for the liner template, described liner template and described main body template are assemblied to form the constructional column template, the inside forming cavity structure of described constructional column template and size all with the structure that needs construction infilled wall constructional column and measure-alike, and described constructional column formwork support arrangement is between floor and the Vierendeel girder be laid in above floor; On described liner lamina membranacea installing port, the horn feed arrangement is installed, described horn feed arrangement is positioned at the described constructional column template outside, the top charging aperture height of described horn feed arrangement is not less than height at the bottom of the beam of Vierendeel girder, and the bottom discharge hole structure of horn feed arrangement and size all with the structure of described liner lamina membranacea installing port and measure-alike; The removable template of described liner template for carrying out up and down or move left and right along the inwall of described main body template, drive the template moving member that the liner template synchronous is carried out up and down or moved left and right when being equipped with up and down on the lateral wall of liner template or moving left and right, and the corresponding chute that carries out up and down or move left and right for described template moving member that has on described main body template.
Above-mentioned infilled wall constructional column is built forming panel, it is characterized in that: the gang form of described main body template for being surrounded by a plurality of side templates, a plurality of described side templates all prop up and stand between floor and Vierendeel girder, and described liner lamina membranacea installing port is laid in a side template upper end in a plurality of described side templates.
Above-mentioned infilled wall constructional column is built forming panel, it is characterized in that: described template moving member comprises on the lateral wall that is arranged on the liner template and can carry out up and down or the screw rod that moves left and right, be sleeved on the clamp nut on the screw rod outer end and be installed in the lateral wall of described main body template and the clamp between clamp nut along described chute, described screw rod is vertical laying with the liner template, and clamp is sleeved on screw rod and it is positioned at the described chute outside.
Above-mentioned infilled wall constructional column is built forming panel, it is characterized in that: described chute is for being moved up and down for described template moving member and being vertically to the vertical chute of laying, and described template moving member drives the liner template synchronous and is moved up and down when vertical chute is moved up and down, and the vertical height of described liner template is not less than the vertical height of described liner lamina membranacea installing port; The quantity of described template moving member is a plurality of, and a plurality of described template moving members are laid on same vertical curve, and a plurality of described template moving member all is positioned on the axis of vertical chute.
Above-mentioned infilled wall constructional column is built forming panel, it is characterized in that: described chute is for being moved left and right for described template moving member and being vertically to the horizontal concrete chute of laying, and drive the liner template synchronous when described template moving member is moved left and right along described horizontal concrete chute and moved left and right, the transverse width of described liner template is not less than the transverse width of described liner lamina membranacea installing port; The quantity of described template moving member is a plurality of, and a plurality of described template moving members are laid in the same horizontal line, and a plurality of described template moving member all is positioned on the axis of described horizontal concrete chute.
Above-mentioned infilled wall constructional column is built forming panel, it is characterized in that: also comprise the template reinforcing device that is installed on the described main body template outside and described main body template is carried out to integral reinforcing; Described main body template is vertically to laying, and described template reinforcing device comprises a plurality of transversely strengthening parts that are arranged on the described main body template outside from top to bottom.
Above-mentioned infilled wall constructional column is built forming panel, it is characterized in that: described horn feed arrangement bottom is 15cm ± 2cm apart from the distance at the bottom of the Vierendeel girder beam, and at least high 5cm of height at the bottom of the beam of the top charging aperture aspect ratio Vierendeel girder of horn feed arrangement; The steel plate that described liner template is thickness 1mm～3mm.
Simultaneously, the invention also discloses that a kind of processing step is simple, saving of work and time, efficiency of construction is high and realize that the infilled wall constructional column convenient, that construction effect is good builds moulding process, needing construction infilled wall constructional column is reinforced concrete post, it is characterized in that this technique comprises the following steps:
Above-mentioned technique is characterized in that: while in step 6, carrying out concrete pouring construction from the bottom to top, its pouring construction process is as follows:
Step 601, bottom cylinder pouring construction: according to the concreting method of conventional infilled wall constructional column, utilize described constructional column template and pass through the horn feed arrangement, carry out from the bottom to top concrete pouring construction, and obtain the bottom cylinder that needs construction infilled wall constructional column; Distance between at the bottom of cylinder top, described bottom and Vierendeel girder beam is 50mm～80mm; And, when described bottom cylinder is carried out to concreting, the concrete adopted is conventional infilled wall constructional column pouring construction concrete used;
Step 602, top cylinder pouring construction: according to the concreting method of conventional infilled wall constructional column, utilize described constructional column template and pass through the horn feed arrangement, carry out concrete pouring construction from the bottom to top until institute's concreting overflows from the top of horn feed arrangement charging aperture, and obtain the top cylinder that needs construction infilled wall constructional column; And, when described top cylinder is carried out to concreting, the concrete adopted is the microdilatancy pea gravel concreten.
Above-mentioned technique is characterized in that: the transverse shape of the infilled wall constructional column that needs described in step 1 to construct is polygon, circle or oval; The main body template outside described in step 3 also is equipped with the template reinforcing device that described main body template is carried out to integral reinforcing, and, after in step 3, formwork completes, also need described template reinforcing device be installed so that described main body template is carried out to integral reinforcing in the described main body template outside; The high grade of concrete intensity described in the strength ratio step 601 of the pea gravel concreten of microdilatancy described in step 602.
The present invention compared with prior art has the following advantages:
What 1, adopt builds simple, the reasonable in design and easy accessibility of forming template structure, mainly comprises the constructional column template that is comprised of liner template and main body template, drives the assemblies such as template moving member that the liner template moves and horn feed arrangement.
2, the processing and fabricating cost is low, only need carry out local improvement to existing infilled wall constructional column template.
3, use easy and simple to handle and result of use good.
4, processing step is simple, saving of work and time, efficiency of construction is high and realization is convenient, construction effect is good, mainly comprises the measurement unwrapping wire, reinforcing cage is installed, formwork, the horn feed arrangement is installed, the liner template is moved outward, pouring construction, the steps such as the travelling backwards of liner template and the dismounting of horn feed arrangement and form removal, reduced in existing infilled wall constructional column pouring construction process after institute's concreting solidifies to the unnecessary concrete at horn feed arrangement place carve except and to constructional column on the out-of-flatness face at horn feed arrangement place (carve except position) repaired two procedures, its concrete of just can be after concreting finishes building in immediately by the constructional column template by the travelling backwards of liner template separates fully with the concrete in the horn feed arrangement, easy, complete fast unnecessary concrete recycling in the horn feed arrangement, time saving and energy saving, significantly shortened the construction period, also accelerated all transfer efficients of constructional column forming panel simultaneously, and reduced carve except in the horn mouth during Concrete to the pollution of environment.
While 5, carrying out concrete pouring construction, having saved the concrete at horn mouth place in existing technique wastes for no reason, saved approximately 0.04 side's concrete, indirectly saved concrete shipment and delivery cost simultaneously, and also reduced the discharge value of transporting carbon dioxide in during Concrete, met the theory of low-carbon environment-friendly.
6, the infilled wall constructional column quality of institute's construction molding is easy to guarantee, its underpart cylinder adopts concrete pouring construction, and the top cylinder adopts microdilatancy pea gravel concreten pouring construction, be prone to the concrete shrinkage problem during due to lower post body concrete pouring construction, and after top adopts the microdilatancy pea gravel concreten to build, the expansion energy that the microdilatancy pea gravel concreten produces effectively solves the concrete shrinkage problem of lower post body, has strengthened the compactness of institute's construction molding infilled wall constructional column.
In sum, reasonable in design of the present invention, simple to operate, install to lay convenient and economical and practical, result of use is good, solved the material that exists in existing infilled wall Constructional Col-umn Construction, artificial, environment pollution serious with time waste seriously, the construction period is difficult to assurance, the more high multiple practical problem of construction cost.
Below by drawings and Examples, technical scheme of the present invention is described in further detail.
The accompanying drawing explanation
Fig. 1 is that the present invention adopts the use state reference map of building forming panel.
Construction technology process frame when Fig. 2 carries out pouring construction for employing the present invention to the infilled wall constructional column.
The structural representation that Fig. 3 is institute of the present invention construction molding infilled wall constructional column.
Description of reference numerals:
1-Vierendeel girder; 2-floor; 3-side template;
4-liner template; 5-horn feed arrangement; 6-vertical chute;
7-anchor ear; 8-pole; 9-1-screw rod;
9-2-clamp nut; 9-3-clamp;
The infilled wall constructional column of 10-construction molding.
The specific embodiment
A kind of infilled wall constructional column is as shown in Figure 1 built forming panel, comprise that liner template 4 and upper end have the main body template of the liner lamina membranacea installing port of installing for liner template 4, described liner template 4 and described main body template are assemblied to form the constructional column template, the inside forming cavity structure of described constructional column template and size all with the structure that needs construction infilled wall constructional column and measure-alike, and described constructional column formwork support arrangement is in floor 2 and be laid between the Vierendeel girder 1 of floor 2 tops.On described liner lamina membranacea installing port, horn feed arrangement 5 is installed, described horn feed arrangement 5 is positioned at the described constructional column template outside, the top charging aperture height of described horn feed arrangement 5 is not less than height at the bottom of the beam of Vierendeel girder 1, and the bottom discharge hole structure of horn feed arrangement 5 and size all with the structure of described liner lamina membranacea installing port and measure-alike.The removable template of described liner template 4 for carrying out up and down or move left and right along the inwall of described main body template, drive the template moving member that liner template 4 is synchronously carried out up and down or moved left and right when being equipped with up and down on the lateral wall of liner template 4 or moving left and right, and the corresponding chute that carries out up and down or move left and right for described template moving member that has on described main body template.
In the present embodiment, the gang form of described main body template for being surrounded by a plurality of side templates 3, a plurality of described side templates 3 all prop up and stand between floor 2 and Vierendeel girder 1, and described liner lamina membranacea installing port is laid in side template 3 upper ends in a plurality of described side templates 3.
In the practice of construction process, described side template 3 can adopt the templates such as bamboo offset plate, also can adopt body of wall with horse tooth trough as template.In the present embodiment, the structure of described side template 3 is all identical with the forming panel of conventional infilled wall constructional column with formwork way.
The bottom support of described main body template is on floor 2, and the beam body bottom that withstands on Vierendeel girder 1 is propped up at its top.
During practice of construction, the monolithic template that described main body template can adopt a processing and fabricating to be integrated.
In the present embodiment, described template moving member comprises on the lateral wall that is arranged on liner template 4 and can carry out up and down or the screw rod 9-1 that moves left and right, be sleeved on the clamp nut 9-2 on screw rod 9-1 outer end and be installed in the lateral wall of described main body template and the clamp 9-3 between clamp nut 9-2 along described chute, described screw rod 9-1 is vertical laying with liner template 4, and clamp 9-3 is sleeved on screw rod 9-1 above and it is positioned at the described chute outside.
In the present embodiment, described chute is for being moved up and down for described template moving member and being vertically to the vertical chute 6 of laying, and described template moving member drives liner template 4 and is synchronously moved up and down when vertical chute 6 is moved up and down, and the vertical height of described liner template 4 is not less than the vertical height of described liner lamina membranacea installing port.The quantity of described template moving member is a plurality of, and a plurality of described template moving members are laid on same vertical curve, and a plurality of described template moving member all is positioned on the axis of vertical chute 6.
Described clamp 9-3 is vertical laying with screw rod 9-1, and the transverse width of described clamp 9-3 is greater than the transverse width of vertical chute 6.In the present embodiment, described vertical chute 6 be laid in described liner lamina membranacea installing port under, and the quantity of described template moving member is two, described clamp 9-3 middle part has the through hole passed for screw rod 9-1.
During actual processing and fabricating, described chute can be also horizontal concrete chute.And when described chute for being moved left and right for described template moving member and while being vertically to the horizontal concrete chute laid, drive liner template 4 when described template moving member is moved left and right along described horizontal concrete chute and synchronously moved left and right, the transverse width of described liner template 4 is not less than the transverse width of described liner lamina membranacea installing port.The quantity of described template moving member is a plurality of, and a plurality of described template moving members are laid in the same horizontal line, and a plurality of described template moving member all is positioned on the axis of described horizontal concrete chute.
When described chute is horizontal concrete chute, described horizontal concrete chute can, for being laid in the left side horizontal concrete chute in described liner lamina membranacea installing port left side, can be also the right side horizontal concrete chute that is laid in described liner lamina membranacea installing port right side.
Simultaneously, infilled wall of the present invention is built forming panel and is also comprised the template reinforcing device that is installed on the described main body template outside and described main body template is carried out to integral reinforcing; Described main body template is vertically to laying, and described template reinforcing device comprises a plurality of transversely strengthening parts that are arranged on the described main body template outside from top to bottom.
In the present embodiment, described transversely strengthening part is to be level to the anchor ear 7 of laying.
Simultaneously, described template reinforcing device also comprises a plurality of vertical girth members that are laid in respectively the described main body template outside, and a plurality of described vertical girth member all is fixed by a plurality of described anchor ears 7.During actual the use, described vertical girth member is that vertical side is stupefied.
In the present embodiment, infilled wall of the present invention is built forming panel and is also comprised that two are supported fixing pole 8 to the left and right sides of horn feed arrangement 5 respectively, the bottom of described pole 8 is fixed in a plurality of described transversely strengthening parts and is positioned on the transversely strengthening part of the top, and pole 8 tops are fixed on the lateral wall of horn feed arrangement 5.
During practice of construction, the described transverse shape that need construct the infilled wall constructional column is polygon, circle or oval.When the described construction infilled wall constructional column that needs is transverse shape while being polygonal polygon prism, a plurality of described side templates 3 are flat board, and described main body template be shaped as the polygon prism shape.
In the present embodiment, needing the transverse shape of construction infilled wall constructional column is rectangle, and described main body template is the quadrangular shape template be comprised of four side templates 3.
Described liner lamina membranacea installing port is rectangular opening, and described vertical chute 6 is laid under described rectangular opening, and described liner template 4 is rectangular slab, and the transverse width of described rectangular slab is not less than the transverse width of described rectangular opening.In the present embodiment, the transverse width of described rectangular slab is identical with the transverse width of described rectangular opening.
During actual processing and fabricating, described horn feed arrangement 5 bottoms are 15cm ± 2cm apart from the distance at the bottom of Vierendeel girder 1 beam, and at least high 5cm of height at the bottom of the beam of the top charging aperture aspect ratio Vierendeel girder 1 of horn feed arrangement 5; The steel plate that described liner template 4 is thickness 1mm～3mm.
Specifically add man-hour, the vertical height of described liner template 4 is 15cm～30cm.High 5cm～the 10cm of height at the bottom of the beam of the top charging aperture aspect ratio Vierendeel girder 1 of described horn feed arrangement 5.
In the present embodiment, described horn feed arrangement 5 bottoms are 15cm apart from the distance at the bottom of Vierendeel girder 1 beam, and the high 5cm of height at the bottom of the beam of the top charging aperture aspect ratio Vierendeel girder 1 of horn feed arrangement 5; The steel plate that described liner template 4 is thickness 3mm, and the vertical height of liner template 4 is 30cm.In specific process, can be according to actual needs, the height that horn feed arrangement 5 bottoms are exceeded at the bottom of than the beam of Vierendeel girder 1 apart from the top charging aperture of the distance at the bottom of Vierendeel girder 1 beam, horn feed arrangement 5, thickness of slab and the vertical height of liner template 4 adjust accordingly.
A kind of infilled wall constructional column is as shown in Figure 2 built moulding process, comprises the following steps:
The described transverse shape that need construct the infilled wall constructional column is polygon, circle or oval.
In the present embodiment, the described main body template outside also is equipped with the template reinforcing device that described main body template is carried out to integral reinforcing, thereby after in step 3, formwork completes, also need described template reinforcing device be installed so that described main body template is carried out to integral reinforcing in the described main body template outside, occur in case run the hidden danger of quality such as mould, swollen mould.
In the present embodiment, the horn feed arrangement that adopts 5 horn feed arrangement used during for conventional infilled wall constructional column pouring construction.
In the present embodiment, first the clamp nut 9-2 in two described template moving members is all loosened, afterwards the screw rod 9-1 in two described template moving members is moved down along vertical slideway 6, move to vertical slideway 6 bottoms until be arranged in the screw rod 9-1 of the described template moving member of below, now described liner lamina membranacea installing port is opened fully, for concreting ready.
When described chute is the left side horizontal concrete chute, in this step, need by described left side horizontal concrete chute, liner template 4 to be moved to the left; And, when described chute is the right side horizontal concrete chute, in this step, need by described right side horizontal concrete chute, liner template 4 to be moved right.
In the present embodiment, while carrying out concrete pouring construction from the bottom to top, its pouring construction process is as follows:
Step 601, bottom cylinder pouring construction: according to the concreting method of conventional infilled wall constructional column, utilize described constructional column template and pass through horn feed arrangement 5, carry out from the bottom to top concrete pouring construction, and obtain the bottom cylinder that needs construction infilled wall constructional column; Distance between at the bottom of cylinder top, described bottom and Vierendeel girder 1 beam is 50mm～80mm; And, when described bottom cylinder is carried out to concreting, the concrete adopted is conventional infilled wall constructional column pouring construction concrete used.
Step 602, top cylinder pouring construction: according to the concreting method of conventional infilled wall constructional column, utilize described constructional column template and pass through horn feed arrangement 5, carry out concrete pouring construction from the bottom to top until institute's concreting overflows from the top of horn feed arrangement 5 charging aperture, and obtain the top cylinder that needs construction infilled wall constructional column; And, when described top cylinder is carried out to concreting, the concrete adopted is the microdilatancy pea gravel concreten.
During actual pouring construction, the high grade of concrete intensity described in the strength ratio step 601 of the pea gravel concreten of microdilatancy described in step 602.
In the present embodiment, the concrete described in step 601 is the C25 concrete, and the microdilatancy pea gravel concreten described in step 602 is C30 microdilatancy pea gravel concreten.During actual pouring construction, also can according to specific needs, to adopting concrete intensity in step 601 and step 602, adjust accordingly.
In the present embodiment, when liner template 4 is carried out to travelling backwards, screw rod 9-1 in two described template moving members is moved up along vertical slideway 6, until now described liner lamina membranacea installing port seals fully, at the bottom of being about on liner template 4 be pushed into the beam of Vierendeel girder 1, afterwards the clamp nut 9-2 in two described template moving members is all tightened, so that liner template 4 positions are fixed.Subsequently, just dismountable horn feed arrangement 5.After at the bottom of the beam that is pushed into Vierendeel girder 1 on liner template 4, the concrete of building in described constructional column template is separated fully with the concrete in horn feed arrangement 5, thereby now just can be recycled the unnecessary concrete in horn feed arrangement 5.
When described chute is the left side horizontal concrete chute, in this step, need by described left side horizontal concrete chute, liner template 4 to be moved right; And, when described chute is the right side horizontal concrete chute, in this step, need by described right side horizontal concrete chute, liner template 4 to be moved right.
In the present embodiment, the concrete strength of building in described constructional column template reaches collapsible die while not destroying institute's constructing structure post corner angle, when specifically institute's concreting intensity reaches 1.2MPa in described constructional column template, can carry out form removal.
The above; it is only preferred embodiment of the present invention; not the present invention is imposed any restrictions, every any simple modification of above embodiment being done according to the technology of the present invention essence, change and equivalent structure change, and all still belong in the protection domain of technical solution of the present invention.
Claims (8)
1. an infilled wall constructional column is built forming panel, it is characterized in that: comprise that liner template (4) and upper end have the main body template of the liner lamina membranacea installing port of installing for liner template (4), described liner template (4) and described main body template are assemblied to form the constructional column template, the inside forming cavity structure of described constructional column template and size all with the structure that needs construction infilled wall constructional column and measure-alike, and described constructional column formwork support arrangement is between floor (2) and the Vierendeel girder (1) be laid in above floor (2); On described liner lamina membranacea installing port, horn feed arrangement (5) is installed, described horn feed arrangement (5) is positioned at the described constructional column template outside, the top charging aperture height of described horn feed arrangement (5) is not less than height at the bottom of the beam of Vierendeel girder (1), and the bottom discharge hole structure of horn feed arrangement (5) and size all with the structure of described liner lamina membranacea installing port and measure-alike; The removable template of described liner template (4) for carrying out up and down or move left and right along the inwall of described main body template, drive the template moving member that liner template (4) is synchronously carried out up and down or moved left and right when on the lateral wall of liner template (4), being equipped with up and down or moving left and right, and the corresponding chute that carries out up and down or move left and right for described template moving member that has on described main body template; Also comprise the template reinforcing device that is installed on the described main body template outside and described main body template is carried out to integral reinforcing; Described main body template is vertically to laying, and described template reinforcing device comprises a plurality of transversely strengthening parts that are arranged on the described main body template outside from top to bottom; Described horn feed arrangement (5) bottom is 15cm ± 2cm apart from the distance at the bottom of Vierendeel girder (1) beam, and at least high 5cm of height at the bottom of the beam of the top charging aperture aspect ratio Vierendeel girder (1) of horn feed arrangement (5); The steel plate that described liner template (4) is thickness 1mm～3mm.
2. build forming panel according to infilled wall constructional column claimed in claim 1, it is characterized in that: the gang form of described main body template for being surrounded by a plurality of side templates (3), a plurality of described side templates (3) all prop up and stand between floor (2) and Vierendeel girder (1), and described liner lamina membranacea installing port is laid in a side template (3) upper end in a plurality of described side templates (3).
3. build forming panel according to the described infilled wall constructional column of claim 1 or 2, it is characterized in that: described template moving member comprises on the lateral wall that is arranged on liner template (4) and the screw rod (9-1) that can carry out up and down or move left and right along described chute, be sleeved on the clamp nut (9-2) on screw rod (9-1) outer end and be installed in the lateral wall of described main body template and the clamp (9-3) between clamp nut (9-2), described screw rod (9-1) is vertical laying with liner template (4), clamp (9-3) is sleeved on screw rod (9-1) above and it is positioned at the described chute outside.
4. build forming panel according to infilled wall constructional column claimed in claim 3, it is characterized in that: described chute is for being moved up and down for described template moving member and being vertically to the vertical chute (6) of laying, and described template moving member drives liner template (4) along vertical chute (6) and is synchronously moved up and down when being moved up and down, the vertical height of described liner template (4) is not less than the vertical height of described liner lamina membranacea installing port; The quantity of described template moving member is a plurality of, and a plurality of described template moving members are laid on same vertical curve, and a plurality of described template moving member all is positioned on the axis of vertical chute (6).
5. build forming panel according to infilled wall constructional column claimed in claim 3, it is characterized in that: described chute is for being moved left and right for described template moving member and being vertically to the horizontal concrete chute of laying, and drive liner template (4) when described template moving member is moved left and right along described horizontal concrete chute and synchronously moved left and right, the transverse width of described liner template (4) is not less than the transverse width of described liner lamina membranacea installing port; The quantity of described template moving member is a plurality of, and a plurality of described template moving members are laid in the same horizontal line, and a plurality of described template moving member all is positioned on the axis of described horizontal concrete chute.
6. a utilization is built as claimed in claim 1 forming panel and is carried out the technique that the infilled wall constructional column is built moulding, and needing construction infilled wall constructional column be reinforced concrete post, it is characterized in that this technique comprises the following steps:
Step 1, measurement unwrapping wire: according to conventional construction survey line-putting method, need construction infilled wall constructional column is measured to unwrapping wire;
Step 2, reinforcing cage are installed: according to the measurement unwrapping wire result in step 1, and good being in place for the described reinforcing cage of construction infilled wall constructional column that needs of moulding by casting by colligation in advance;
Step 3, formwork: the described reinforcing cage outside be in place in step 2, the described constructional column template that Zhi Li is comprised of liner template (4) and described main body template, and described constructional column formwork support arrangement is between floor (2) and Vierendeel girder (1);
Step 4, horn feed arrangement are installed: horn feed arrangement (5) is arranged on the liner lamina membranacea installing port of the template of constructional column described in step 3;
Step 5, liner template are moved outward: by described template moving member, the liner template (4) in the template of constructional column described in step 3 is moved, until described liner lamina membranacea installing port is opened fully, now horn feed arrangement (5) communicates with the inside forming cavity of described constructional column template;
Step 6, concrete pouring construction: according to the concreting method of conventional infilled wall constructional column, utilize described constructional column template and pass through horn feed arrangement (5), carry out from the bottom to top concrete pouring construction, until institute's concreting overflows from the top charging aperture of horn feed arrangement (5);
Step 7, the travelling backwards of liner template and horn feed arrangement are removed: by described template moving member, liner template (4) is moved, until liner template (4) is sealed described liner lamina membranacea installing port fully, now liner template (4) is separated the concrete of building in described constructional column template fully with the concrete in horn feed arrangement (5); Afterwards, remove horn feed arrangement (5);
Step 8, form removal: after the concrete strength of building in described constructional column template reaches the form removal condition, remove described constructional column template.
7. according to technique claimed in claim 6, it is characterized in that: while in step 6, carrying out concrete pouring construction from the bottom to top, its pouring construction process is as follows:
Step 601, bottom cylinder pouring construction: according to the concreting method of conventional infilled wall constructional column, utilize described constructional column template and pass through horn feed arrangement (5), carry out from the bottom to top concrete pouring construction, and obtain the bottom cylinder that needs construction infilled wall constructional column; Distance between at the bottom of cylinder top, described bottom and Vierendeel girder (1) beam is 50mm～80mm; And, when described bottom cylinder is carried out to concreting, the concrete adopted is conventional infilled wall constructional column pouring construction concrete used;
Step 602, top cylinder pouring construction: according to the concreting method of conventional infilled wall constructional column, utilize described constructional column template and pass through horn feed arrangement (5), carry out concrete pouring construction from the bottom to top until institute's concreting overflows from the top charging aperture of horn feed arrangement (5), and obtain the top cylinder that needs construction infilled wall constructional column; And, when described top cylinder is carried out to concreting, the concrete adopted is the microdilatancy pea gravel concreten.
8. according to technique claimed in claim 7, it is characterized in that: the transverse shape of the infilled wall constructional column that needs described in step 1 to construct is polygon, circle or oval; The main body template outside described in step 3 also is equipped with the template reinforcing device that described main body template is carried out to integral reinforcing, and, after in step 3, formwork completes, also need described template reinforcing device be installed so that described main body template is carried out to integral reinforcing in the described main body template outside; The high grade of concrete intensity described in the strength ratio step 601 of the pea gravel concreten of microdilatancy described in step 602.
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| CN2012100686835A CN102561681B (en) | 2012-03-15 | 2012-03-15 | Casting molding template and casting molding process for constructional columns of infilled walls |
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| CN2012100686835A CN102561681B (en) | 2012-03-15 | 2012-03-15 | Casting molding template and casting molding process for constructional columns of infilled walls |
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| CN103233520B (en) * | 2013-01-21 | 2017-03-22 | 宿迁市明远建筑安装工程有限公司 | Self-waterproof construction method of building external wall structure |
| CN103643798A (en) * | 2013-12-09 | 2014-03-19 | 广州市第一建筑工程有限公司 | Pouring device used for constructional column top and large- section beam column closed opening |
| CN104314306A (en) * | 2014-11-05 | 2015-01-28 | 安徽水利开发股份有限公司 | Construction column formwork capable of achieving one-time integrated pouring forming of concrete |
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| CN105064548A (en) * | 2015-08-03 | 2015-11-18 | 中冶建工集团有限公司 | Wall structure of dismounting-free constructional column formwork and construction method of wall structure |
| CN105971272B (en) * | 2016-06-23 | 2018-01-16 | 杭州江润科技有限公司 | Assembled aluminum template masonry shearwalls reinforced concrete structural column and construction method |
| CN106481082B (en) * | 2016-11-17 | 2019-01-18 | 云南省建设投资控股集团有限公司 | A kind of improvement casting method of constructional column |
| CN106894632A (en) * | 2017-02-13 | 2017-06-27 | 中国冶集团有限公司 | A kind of constructional column dustpan feeding mouth concrete removal method |
| CN106894538A (en) * | 2017-02-27 | 2017-06-27 | 蔡坤 | Filling wall and agent structure concrete integral shaping method |
| CN108316648A (en) * | 2018-01-31 | 2018-07-24 | 中国二十冶集团有限公司 | Vierendeel girder bottom constructional column pours auxiliary mould and its application method |
| CN108915085A (en) * | 2018-06-29 | 2018-11-30 | 中国冶集团有限公司 | The pre-buried assembling module of beam bottom constructional column anchor bar and construction method |
| CN109138274B (en) * | 2018-10-17 | 2020-12-18 | 陕西建工集团股份有限公司 | Construction method of constructional column of filler wall |
| CN109680935A (en) * | 2019-02-23 | 2019-04-26 | 江苏精享裕建工有限公司 | Fill the mold method and structure of wall construction column |
| CN110984569A (en) * | 2019-11-20 | 2020-04-10 | 中冶天工集团有限公司 | Structural column upper sealing template supporting device and supporting method thereof |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005019552A1 (en) * | 2003-08-25 | 2005-03-03 | Building Solutions Pty Ltd | Building panels |
| CN101314969A (en) * | 2008-04-29 | 2008-12-03 | 韩重博 | Light energy-conservation large-module combined exterior wall and method of manufacturing the same |
| US20090313933A1 (en) * | 2006-08-01 | 2009-12-24 | Wembley Innovation Ltd. | Reinforced masonry panel structures |
| CN201502176U (en) * | 2009-09-24 | 2010-06-09 | 山西省第一建筑工程公司 | Constructional column sleeve bolt formwork erecting system |
| CN201581634U (en) * | 2009-12-10 | 2010-09-15 | 山西四建集团有限公司 | Tool for casting concrete for template used in supporting constructional column of filler wall |
| CN102003069A (en) * | 2010-11-24 | 2011-04-06 | 温州中城建设集团有限公司 | Construction method and pouring device for framework masonry infill wall structure |
| CN202467181U (en) * | 2012-03-15 | 2012-10-03 | 陕西建工集团总公司 | Pouring-molding template of constructional column of infill wall |
-
2012
- 2012-03-15 CN CN2012100686835A patent/CN102561681B/en not_active Expired - Fee Related
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2005019552A1 (en) * | 2003-08-25 | 2005-03-03 | Building Solutions Pty Ltd | Building panels |
| US20090313933A1 (en) * | 2006-08-01 | 2009-12-24 | Wembley Innovation Ltd. | Reinforced masonry panel structures |
| CN101314969A (en) * | 2008-04-29 | 2008-12-03 | 韩重博 | Light energy-conservation large-module combined exterior wall and method of manufacturing the same |
| CN201502176U (en) * | 2009-09-24 | 2010-06-09 | 山西省第一建筑工程公司 | Constructional column sleeve bolt formwork erecting system |
| CN201581634U (en) * | 2009-12-10 | 2010-09-15 | 山西四建集团有限公司 | Tool for casting concrete for template used in supporting constructional column of filler wall |
| CN102003069A (en) * | 2010-11-24 | 2011-04-06 | 温州中城建设集团有限公司 | Construction method and pouring device for framework masonry infill wall structure |
| CN202467181U (en) * | 2012-03-15 | 2012-10-03 | 陕西建工集团总公司 | Pouring-molding template of constructional column of infill wall |
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