CN102086671A - Formwork for casting concrete - Google Patents
Formwork for casting concrete Download PDFInfo
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- CN102086671A CN102086671A CN2010105485763A CN201010548576A CN102086671A CN 102086671 A CN102086671 A CN 102086671A CN 2010105485763 A CN2010105485763 A CN 2010105485763A CN 201010548576 A CN201010548576 A CN 201010548576A CN 102086671 A CN102086671 A CN 102086671A
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- mentioned
- web
- base plate
- form surfacing
- holding section
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
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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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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A form for placing concrete is provided to implement a concrete structure with clean finishing by securing enough arrangement space in a cavity and maintaining the mobility of concrete. A first web (5A) and a second web (5B) are combined in a X shape to form a web set (4) to support a first form panel (2A) and a second form panel (2B) that are installed opposite to each other to form the cavity, and the first and second webs (5A, 5B) are supported by a first base plate (6A) and a second base plate (6B) that are respectively installed on/separated from external side faces (12) of the first and second form panels (2A, 2B).
Description
Technical field
The present invention relates to being formed in fluid concrete in the concrete pouring spatial portion (being called die cavity in the present invention) between the form surfacing (panel) that relatively is provided with and form the concrete pouring template of reinforced concrete construction thing or steelframe reinforced concrete construction thing (concrete construction), particularly relate to first form surfacing and second form surfacing of formation as form surfacing use foamed synthetic resin system round reinforcing bar group and steelframe, the concrete pouring template of these first form surfacings and second form surfacing incorporate concrete construction on interarea in the table.
Background technology
The job practices of concrete structure in the past is generally, implement combined reinforced bar the configuration reinforcement operation, round configuration reinforcement with the template group operation of set interval opposite disposed form surfacing, and in the die cavity that between form surfacing, constitutes, flow into concrete concrete pouring operation, through the operation of after process is between set curing time, form surfacing being disintegrated, form post, beam, wall or concrete slab (ス ラ Block) and wait each concrete bodies position.In job practices in the past, carry out will when forming each concrete bodies position in this wise, assemble the form surfacing operation of disintegrating and taking out of from the job site, take time and energy and man-hour (number of days) of the operation that needs to disintegrate and interim keeping form surfacing and assembling with the space of parts etc. etc.
In addition, in the formation job practices of in the past concrete structure, implement the assembling procedure of installing component, described installing component is used for pillar (Inter post is installed at above-mentioned concrete bodies position) or the built-in materials such as interior dress plate of frame material etc.In addition, in operation in the past, spread on the surface of the concrete bodies that exposes, realize replies such as heat insulation, sound insulation, protection against the tide, after this, carry out the installation procedure of built-in material into heat insulation, moistureproof bodies such as suitable heat insulation, moist-proof boards.Therefore, in job practices in the past, owing to will carry out heat insulation, moistureproof body and operation is set, man-hour and cost also increase to some extent.
As the job practices of the problem of the formation method that solves above-mentioned past concrete structure, applicant of the present invention proposes to use the form surfacing of foamed synthetic resin system, this form surfacing is stayed formation the concrete bodies position the surface and form the job practices (with reference to patent documentation 1) of concrete structure.According to the formation method of this concrete structure, do not need the disintegration operation of form surfacing, realized the function of above-mentioned heat insulation, moistureproof body in addition by the form surfacing of the foamed synthetic resin system on integrated surface at the concrete bodies position.
Patent documentation 1: specially permit communique No. 4169159
The concrete pouring of being put down in writing in the patent documentation 1 forms with the template form surfacing that a pair of foamed synthetic resin system can be made up in opposed interval with regulating via connect mechanism.Concrete pouring is with in the template, and connect mechanism comprises: by a pair of arm (web) that is combined as X word shape in the central portion combination; And being formed with a pair of plate (plate) of link piece, described link piece is combined in the lateral surface of form surfacing respectively and links the top ends of each arm.The concrete pouring template is, a pair of arm rotates freely in conjunction with, top ends at central portion and regulates the binding of coupling position ground with the installation sheet of the plate of perforation form surfacing, thereby suitably sets the opposed interval of form surfacing and carry out the assembling of template.
With in the template, form the one-piece type concrete bodies position of form surfacing of realizing above-mentioned effect in this concrete pouring, and regulate the opposed interval of form surfacing, thereby can form the different concrete bodies position of thickness specification via connect mechanism.With in the template, the connect mechanism of simple structure keeps form surfacing in concrete pouring, and has that to stay the concrete bodies position inner and together keep the function of the reinforcing material of its mechanical strength with reinforcing bar.In concrete pouring with in the template, even connect mechanism is set in die cavity, also guarantee fully reinforcing bar the reinforcing bar configuration space, guarantee concrete flowing, thereby form the high-precision concrete bodies position that does not produce voids and pits.
Concrete pouring with above-mentioned various features is with in the template, after the installing hole that the location forms respectively in the narrow and small die cavity that constitutes between form surfacing, the binding parts of intercalation connecting pin etc., in conjunction with each arm and plate, the poor slightly problem of operability when therefore having assembling.In addition, with in the template, remove the binding parts that link between each arm and also used a plurality of connecting pins that link above-mentioned each arm and plate, realized the saving componentization though therefore compare, but had the many problems of part count with job practices in the past in concrete pouring.In addition, with in the template, in each arm, form the assembled portion of reinforcing bar, thereby carry out high-precision reinforcing bar configuration, but its assembling also there is the place of its trouble in concrete pouring.
Summary of the invention
Applicant of the present invention has followed the feature of the concrete pouring of the application before that forms the one-piece type concrete structure of above-mentioned form surfacing with template, and has inquired into the problem points that should solve emphatically.The object of the present invention is to provide a kind of concrete pouring template, construct more simply and can be provided with efficiently, in die cavity, guarantee sufficient configuration reinforcement space and keep concrete flowability, form the concrete construction of good surface appearance.
The concrete pouring template of the present invention that realizes above-mentioned purpose is, thereby for first form surfacing and second form surfacing by the foamed synthetic resin system of the die cavity that between the opposed inside face, constitutes fluid concrete with set opposed interval opposite disposed, keep the opposed interval of first form surfacing and second form surfacing to carry out concrete pouring in die cavity by connect mechanism is installed, described connect mechanism comprises: will link central portion and be combined as first web of X word shape and second web is respectively arranged with many groups in die cavity as one group a plurality of web groups; And with respect to first form surfacing and the second form surfacing dismounting and make first web and second web and first form surfacing and incorporate a plurality of first base plates of second form surfacing and second base plate of each web group.Use in the template in concrete pouring, in die cavity, implement set reinforcing bar configuration and carry out concrete pouring, do not need through the stripping operation after between set curing time, form first form surfacing and second form surfacing keep intact with the incorporate concrete construction of interarea.
The concrete pouring template is, first form surfacing and second form surfacing form a plurality of base plate assembled portion in the longitudinal direction abreast on the relative position of separately lateral surface, and are formed with the first web intercalation slit and the second web intercalation slit respectively on these base plate assembled portion on thickness direction with connecting.Concrete pouring is with in the template, first web of each web group and second web form linking part at central portion respectively, at one end side forms the first base plate holding section and in another distolateral formation second base plate holding section, link central portion and be combined as X word shape via linking part, thereby constitute the web group.First web and second web are, under the state of web group and first form surfacing and the combination of second form surfacing, the first base plate holding section and the second base plate holding section embedding that are formed on top ends are inserted in the first web intercalation slit or the second web intercalation slit that relatively forms on first form surfacing or second form surfacing, stretch out from the outside side of base plate assembled portion.
The concrete pouring template is, is formed with on first base plate and second base plate and connects the first base plate holding section of first web of the first web intercalation slit or the second web intercalation slit or the relative first web holding section and the second web holding section, the second base plate holding section of second web.First base plate and second base plate are under the state that makes the combination of the web group and first form surfacing or second form surfacing, from the lateral surface of these first form surfacings or second form surfacing and base plate assembled portion dismounting separately.First base plate and second base plate make and connect first form surfacing and with second form surfacing and outwards engage respectively with the relative first web holding section or the second web holding section the second base plate holding section of the first base plate holding section of first web that stretches out of side or second web, thereby are assembled on the base plate assembled portion.
With in the template, is benchmark with first form surfacing in concrete pouring for example, side within it, and assemble side by side by mode to be opposed locations with each base plate assembled portion for a plurality of web groups.Use in the template in concrete pouring, for first form surfacing assembling web group, first base plate holding section of first web relative with the first web intercalation slit or the second web intercalation slit or the second base plate holding section of second web are gone in intercalation, and top ends is separately stretched out from the outside side of base plate assembled portion.Use in the template in concrete pouring, assemble first base plate for first form surfacing, make the first base plate holding section of first relative with the first web holding section and the second web holding section respectively web or the second base plate holding section engaging of second web, thereby make the web group integrated for first form surfacing.
With in the template, make the web group be positioned at opposite disposed second form surfacing in concrete pouring with the opposed position of base plate assembled portion for first form surfacing that is assembled with the web group at medial surface.Use in the template in concrete pouring, for second form surfacing assembling web group, first base plate holding section of first web that intercalation is relative with the first web intercalation slit or the second web intercalation slit or the second base plate holding section of second web make top ends separately stretch out from the outside side of base plate assembled portion.With in the template, second base plate is assembled in the base plate assembled portion with respect to second form surfacing from lateral surface in concrete pouring.Use in the template in concrete pouring, second base plate is assembled on second form surfacing, make the first base plate holding section of first relative with the first web holding section and the second web holding section respectively web or the second base plate holding section engaging of second web, thereby make the web group integrated with respect to second form surfacing.
With in the template,, with set opposed interval first form surfacing and second form surfacing are set opposed to each other in concrete pouring, between the opposed inside face, constitute the die cavity of fluid concrete via a plurality of web groups by aforesaid operations.Use in the template in concrete pouring, first web of each web group and second web keep first form surfacing and second form surfacing, are kept by first base plate on the base plate assembled portion that is assembled in these first form surfacings and second form surfacing and second base plate.
With in the template, when making up the second above-mentioned form surfacing, carry out for example being provided with the set reinforcing bar configuration operation of a plurality of reinforcing bars in concrete pouring along the combination of first form surfacing.With in the template, in the die cavity that is formed between first form surfacing and second form surfacing, flow into concrete concrete pouring in concrete pouring.With in the template, first web and second web that are arranged on each the web group in the die cavity are simple shapes in concrete pouring, therefore guarantee sufficient reinforcing bar configuration space., can use in die cavity, to keep concrete flowability fully, do not produce voids and pits and make the vibrator of concrete setting with in the template in concrete pouring, form the concrete construction of good appearance.
With in the template, form the incorporate concrete construction of interarea of first form surfacing and second form surfacing former state ground and concrete bodies in concrete pouring, thus the stripping operation after not needing process between set curing time., first form surfacing and incorporate each connect mechanism of second form surfacing are also realized the powerful that adds of concrete bodies, so can form the big concrete construction of mechanical strength with in the template in concrete pouring.With in the template,, therefore can not need the subsides of heat-barrier material to go into operation in concrete pouring, thereby the reduction of erection time, reduce construction cost because first form surfacing and second form surfacing are realized the function of heat-barrier material.With in the template, form concrete construction in concrete pouring, it improves thermal insulation, and has realized the raising of sound insulation, high-air-tightness, refractoriness, gas permeability, persistence or shock resistance.
The invention effect
According to the concrete pouring template of the present invention that constitutes as mentioned above, by first web that is combined as X word shape and second web as many groups web group of one group, and keep first base plate and second base plate of the top ends of first web of each web group and second web in the lateral surface combination of first form surfacing and second form surfacing, integrated first form surfacing and second form surfacing.According to concrete pouring template of the present invention, realize the efficient activity of reinforcing bar configuration operation machine assembling operation, and do not need template disintegration operation, thus reduction of erection time significantly.According to concrete pouring template of the present invention, first web and second web that are arranged on each the web group in the die cavity are simple shapes, guarantee sufficient reinforcing bar configuration space in inside, therefore the concrete after the cast can flow well and not produce voids and pits, can form high-precision concrete structure.According to concrete pouring template of the present invention, because the shortening of duration and the reduction of parts expense can reduce operating expenses significantly.
Description of drawings
Fig. 1 wants portion's stereogram as the concrete pouring shown in the embodiment of the present invention with template.
Fig. 2 is that this concrete pouring will partly be separated stereogram with template.
Fig. 3 constitutes the sectional view of wanting portion of this concrete pouring with template.
Fig. 4 constitutes this concrete pouring to want portion's front view with the form surfacing of template.
Fig. 5 constitutes the front view of this concrete pouring with the web of template.
Fig. 6 constitutes the lateral view of this concrete pouring with the base plate of template.
Fig. 7 is the vertical view of this base plate.
Fig. 8 is that this concrete pouring of explanation will partly be separated stereogram with the assembling procedure of template.
What Fig. 9 was this concrete pouring of explanation with the assembling procedure of base plate in assembling procedure of template wants portion's stereogram.
Figure 10 be the concrete structure that forms with template by this concrete pouring is shown want portion's sectional view.
To be explanation will partly separate stereogram for this concrete pouring with the assembling procedure of the template maintaining part of template to Figure 11.
Description of reference numerals:
1 concrete pouring template (template)
2 form surfacings
3 connect mechanisms
4 web groups
5 webs
6 base plates
9 concrete bodies
10 die cavities
11 medial surfaces
12 lateral surfaces
13 base plate assembled portion
The chimeric recess of 14 nuts
15 first web intercalation slits
16 second web intercalation slits
The chimeric slit in 17 first bottoms
The chimeric slit in 18 second bottoms
19 fitting portions
20 outside fitting projection
The chimeric recess in 21 outsides
22 inboard fitting projection
23 inboard chimeric recesses
24 beam portions
25 first base plate holding sections
26 second base plate holding sections
27 connect apertures
28 butt positions
29 intercalation positions
30 slots
32 installing holes
33 install nut part
34 first web holding sections
35 second web holding sections
36 first snap flange portions
37 second snap flange portions
40 install screwed part
41 template support holder
42 support the maintenance material
The specific embodiment
Describe in detail with reference to the accompanying drawings as the template 1 (hereinafter to be referred as template 1) of the concrete pouring shown in the first embodiment of the invention.As shown in Figure 1 to Figure 3, thus template 1 by the first form surfacing 2A and the second form surfacing 2B of the die cavity 10 that constitutes fluid concrete with set opposed interval opposite disposed in inside and be assembled in these first form surfacing 2A and the second form surfacing 2B between and keep a plurality of connect mechanisms 3 at their opposed interval to constitute.In the template 1, connect mechanism 3 comprises: with the first web 5A and the second web 5B be a plurality of web groups 4 of one group and respectively dismounting in a plurality of first base plate 6A of the first form surfacing 2A and dismounting in a plurality of second base plate 6B of the second form surfacing 2B.
In addition, the first form surfacing 2A and the second form surfacing 2B be with about (in the table) upset and the panel material of the same shape that the mode of opposite disposed is used therefore except the situation of following special instruction, is generically and collectively referred to as form surfacing 2.In addition, the first web 5A of each web group 4 and the second web 5B also be about (in the table) upset and the web of same shape of combination therefore except the situation of following special instruction, is generically and collectively referred to as web 5.In addition, the first base plate 6A and the second base plate 6B also be about (inside and outside) upset and the plate member of same shape of combination therefore except the situation of following special instruction, is generically and collectively referred to as base plate 6.
As for example shown in Figure 10, template 1 is suitably being stood on the bottom concrete seven that is provided with vertical muscle 8A, by chock 43 location first floor template 1A is set, forms the base portion of concrete bodies 9 such as concrete wall, second layer template 1B is set on this base portion and forms the top of this concrete bodies 9.Template 1 forms both concrete bodies 9 of take the altitude by repeating this operation successively.This exterior sheathing 1 obviously is not limited to this operation, also can for example make up to multilayer many groups in advance and form both concrete bodies 9 of take the altitude with general operation in the past.
The form surfacing 2 of template 1 is with the foamed synthetic resin prepared material, and for example the polyethylene foamed resin forms the panel body of the rectangle of growing crosswise as raw material.For example to be about 1200mm, wide about 400mm, the appearance and size formation form surfacing 2 of thick about 45mm.Form surfacing 2 obviously is not defined as this appearance and size specification, but forms with suitable specification according to specification, formation position or other conditions of concrete bodies 9.As raw material, form surfacing 2 also can use for example foamed synthetic resin materials such as styrene resin foaming, polyethylene foamed resin or foamed polyurethane resin.Form surfacing 2 by with this foamed synthetic resin material as raw material, concrete enters inside and hardens, and is firmly integrated with concrete bodies 9.Form surfacing 2 can be processed simply by using above-mentioned raw material, and light weight, therefore carry or be provided with etc. easy and simple to handle, in addition by the characteristic that can realize above-mentioned thermal insulation etc. at concrete bodies 9 surperficial integrated.
In the form surfacing 2, the first form surfacing 2A and the second form surfacing 2B spin upside down as described above and constitute the panel material of same shape of the die cavity 10 of fluid concrete with the interval opposite disposed of about 180mm, between the interarea 11A, the 11B that become an inboard side (below be generically and collectively referred to as medial surface 11).On form surfacing 2, be formed with a plurality of base plate assembled portion 13A, 13B (below be generically and collectively referred to as base plate assembled portion 13) on the opposing party's interarea 12A, the 12B (below be generically and collectively referred to as lateral surface 12) in the outside becoming under the state of rigging 1.In addition, in the explanation of following form surfacing 2, term up and down is benchmark with Fig. 1, spins upside down and makes up for the form surfacing 2B of the form surfacing 2A opposite side shown in the side nearby in the figure, therefore position opposite up and down.
Form surfacing 2 only illustrates a base plate assembled portion 13 in Fig. 1 and Fig. 2, but is formed with a plurality of on lateral surface 12 in the longitudinal direction abreast.Form surfacing 2 is held by assemble connect mechanism 3 respectively on base plate assembled portion 13 as described later and is assembled into template 1.In the form surfacing 2, base plate assembled portion 13A, 13B are relative formation of lateral surface 12A, 12B of the first form surfacing 2A and the second form surfacing 2B.
Form surfacing 2 is with aforesaid appearance and size and opposed interval arranged opposite the time, though not shown two-end part at length direction forms the base plate assembled portion halfbody of hemisection (partly cutting り) shape respectively and forms two base plate assembled portion 13 with the interval of about 400mm on lateral surface 12.In template 1, form surfacing 2 for above-mentioned appearance and size makes up connect mechanism 3 with the interval of about 400mm in the longitudinal direction, thereby the mechanical strength when having kept concrete pouring, and formed concrete bodies 9 keeps mechanical strength by the web 5 of connect mechanism 3 as described later.
Base plate assembled portion 13, is made of the position that is formed with the chimeric recess 14 of nut, the first web intercalation slit 15 and the second web intercalation slit 16, the chimeric slit 17 in first bottom and the chimeric slit 18 in second bottom as Fig. 2 and shown in Figure 4 at the lateral surface 12 of form surfacing 2.On base plate assembled portion 13, as described later from lateral surface 12 assembling plates 6 of form surfacing 2.
The chimeric recess 14 of nut forms the central portion that is positioned at base plate assembled portion 13.Installation nut part 33 location that are arranged on as described later on the inner surface of the base plate 6 that is assembled on the base plate assembled portion 13 are entrenched in the chimeric recess 14 of nut.The chimeric recess 14 of nut realizes installing the guide function of nut part 33 when being assembled on the lateral surface 12 for form surfacing 2 base plate 6, and realization keeps assembled state and limits mobile function.
The first web intercalation slit 15 and the second web intercalation slit 16 form at the slit that connects the short transverse of form surfacing 2 across the regional up and down symmetric position of the chimeric recess 14 of nut on base plate assembled portion 13.The first web intercalation slit 15 and the second web intercalation slit 16 separately slit width and the thickness of the first web 5A and the second web 5B about equally, the top ends of the first relative web 5A and the second web 5B is stretched out from the medial surface 11 outside sides 12 of form surfacing 2.
As shown in Figure 4, the chimeric slit 18 of the chimeric slit 17 in first bottom and second bottom is formed by the type film slit (I ス リ Star ト is paid at the end) that is formed on across the short transverse of the symmetric position of the two side areas of the chimeric recess 14 of nut.The chimeric slit 18 of the chimeric slit 17 in first bottom and second bottom is located base plate 6 for its two edge portion as described later and is assembled and keep in base plate assembled portion 13, and restriction is moved.
Form surfacing 2 is formed with the base plate assembled portion halfbody of hemisection shape as described above respectively at the two-end part of length direction.Form surfacing 2 in a lateral direction under the state of combination, this base plate assembled portion halfbody combination and constitute a base plate assembled portion 13.Form surfacing 2 is the web group 4 of assembling formation connect mechanism 3 on this base plate assembled portion 13 as described later.Even form surfacing 2 in such docking site, also keeps by connect mechanism 3 in the same manner with position midway at length direction, thereby has limited the perk of end, and constitute the big template 1 of mechanical strength.
In addition, about base plate assembled portion 13, be the above-mentioned position of lateral surface 12 formation at form surfacing 2, but obviously not specific to this structure.Base plate assembled portion 13 also can constitute, and for example forms at lateral surface 12 base plate 6 is seated in inner recess, forms each position in this recess.This base plate assembled portion 13 is not stretched out base plate 6 at thickness from lateral surface 12, and by the peripheral part of cell wall restriction base plate 6, therefore can omit the chimeric slit 18 of the chimeric slit 17 of the chimeric recess 14 of above-mentioned nut or first bottom and second bottom.
Form surfacing 2 is, thus many relative outer peripheral edges portion butt joints and constitute template 1 combination setting up and down.For the generation that in the outer peripheral edges portion of butt joint, prevents the gap that concrete reveals and do not produce step and form smooth lateral surface, on form surfacing 2, be formed with chimeric relatively fitting portion 19.In addition, about fitting portion 19, only illustrate and describe in detail the fitting portion 19A, the 19B that are formed on outer peripheral edges portion up and down.
Form surfacing 2 as shown in Figures 1 and 2, its outer peripheral edges portion divides into the exterior lateral area and the medial region of 1/2 thickness for thickness direction, forms fitting portion 19 in this exterior lateral area and medial region place.Fitting portion 19 comprises: outside the exterior lateral area of circumference in the longitudinal direction in abutting connection with and form a plurality of outside fitting projection 20A, 20B (below be generically and collectively referred to as the outside fitting projection 20) and the chimeric recess 21A in a plurality of outside, 21B (below be generically and collectively referred to as the outside chimeric recess 21), with medial region in the longitudinal direction in abutting connection with and form a plurality of inboard fitting projection 22A, 22B (below be generically and collectively referred to as inboard fitting projection 22) and the chimeric recess 23A in a plurality of inboard, 23B (below be generically and collectively referred to as inboard chimeric recess 23).Fitting portion 19 is, outside fitting projection 20 and the chimeric recess 21 in the outside exterior lateral area of circumference outside run through whole zone in the longitudinal direction and alternatively form, and inboard fitting projection 22 and the medial region alternatively formation in the longitudinal direction along whole zone of circumference outside of inboard chimeric recess 23.
Fitting portion 19 is that chimeric recess 21 in the outside fitting projection 20 and the outside and inboard fitting projection 22 and inboard chimeric recess 23 its protruding sizes and recessed size form about equally.In the fitting portion 19, the row of inboard fitting projection 22 and inboard chimeric recess 23 form with respect to the row of the chimeric recess 21 of the outside fitting projection 20 and the outside with staggering a spacing, therefore inboard chimeric recess 23 is positioned at and outside fitting projection 20 opposed positions, and inboard fitting projection 22 is positioned at and chimeric recess 21 opposed positions, the outside.In addition, fitting portion 19 is in the upside outer peripheral edges portion and lower outer periphery edge portion of form surfacing 2, and the row of inboard fitting projection 22 and inboard chimeric recess 23 form with respect to the row of the chimeric recess 21 of the outside fitting projection 20 and the outside with staggering a spacing.
Form surfacing 2 in side's side, in its lower floor's combination form surfacing 2A2 is arranged with respect to central form surfacing 2A1, and combination has form surfacing 2A3 on the upper strata as shown in Figure 3.Form surfacing 2 also is similarly in its lower floor's combination form surfacing 2B2 to be arranged with respect to central form surfacing 2B1 in the opposing party's side, and combination has form surfacing 2B3 on the upper strata.In the form surfacing 2, about each form surfacing of adjacency up and down of each form surfacing group by the relative fitting portion 19 of above-mentioned formation, become the structure of combination fitting projection and chimeric recess in the interior exterior domain of outer peripheral edges portion up and down.Form surfacing 2 makes up in the mode that constitutes same surface up and down mutually by this inserted structure.
In addition, form surfacing 2 constitutes, be formed on the fitting portion chimeric recess of the outside fitting projection and the outside that for example mutual landform is grown up on above-below direction of two edge portions of length direction, and for these outside fitting projection and the chimeric recess in a outside mutual inboard fitting projection and the inboard chimeric recess that forms with shape in spacing ground that staggers.Form surfacing 2 carries out the combination of left and right directions by the simple structure ground of this fitting portion.
As Fig. 1 and shown in Figure 3, the form surfacing 2B that form surfacing 2 spins upside down with respect to form surfacing 2A arranged opposite as described above keeps opposed interval by the connect mechanism 3 that is assembled in respectively on each base plate assembled portion 13.Connect mechanism 3 is made of a plurality of web groups 4 and a plurality of base plate 6 as mentioned above, describes in detail as the back, and web group 4 is combined as X word shape by central portion is linked the first web 5A and the second web 5B constitute as one group.The web group 4 of connect mechanism 3 be assembled in and base plate assembled portion 13 opposed medial surfaces 11 between, keep form surfacing 2, base plate 6 is assembled on the base plate assembled portion 13 from lateral surface 12, keeps web group 4.
In web group 4, the first web 5A and second web 5B table turning in change, and connect apertures 27 separately is communicated with and stacked combination on thickness direction.In web group 4, connecting pin 31 intercalations are gone into connect apertures 27 and pivot mutually and make up the first web 5A and the second web 5B freely at central portion.In web group 4, as shown in Figure 3, make the first web 5A and the second web 5B become the state that X word shape is opened, carry out combination with form surfacing 2.In addition, in web group 4, become closing state by making the first web 5A and the second web 5B, at processing eases such as whens carrying, and the efficient activity of implementation space.In addition, web group 4 also can by for example in connect apertures 27 intercalation rivet pin and implementing rivet and handle and the first web 5A and the second web 5B are being opened under the state of X word shape integrated.
As Figure 6 and Figure 7, on base plate 6, screw in the installation screwed part 40 that template support holder (template support) 41 as described later is installed from the installing hole 32 that is formed on central portion.On base plate 6, screwed part 40 to be installed, in other words template support holder 41 be in order can installing freely by the shirtsleeve operation dismounting for lateral surface 12, and, to be provided with nut part 33 is installed in order firmly to install.Nut part 33 is installed by metal material, constitute by the slightly little cartridge of the degree of depth of all screw threads and axial length in endoporus is provided with than the chimeric recess 14 of nut of form surfacing 2 sides.Nut part 33 is installed is made screwed hole and installing hole 32 be concentric, be arranged on the inner surface of base plate 6 integratedly.
In the state of base plate 6 on the lateral surface 12 that is assembled in form surfacing 2, the installation nut part 33 that is arranged on inner surface is entrenched in the chimeric recess 14 of nut of form surfacing 2 sides.Base plate 6 is installed nut part 33 chimeric to the chimeric recess 14 of nut in by this, and interarea constitutes with one side with respect to form surfacing 2 and lateral surface 12, and the maintenance assembled state, and is limited to make up movably.
On base plate 6, be formed with the first web holding section 34 and the second web holding section 35 in the symmetric position in zone up and down across installing hole 32.The first web holding section 34 and the second web holding section 35 are the first base plate holding section 25 of the corresponding respectively web 5 that stretches out from the lateral surface 12 of above-mentioned form surfacing 2 and the second base plate holding section 26 and the position that forms.The first web holding section 34 and the second web holding section 35 form the slit of following short transverse: have the gap width that makes the first base plate holding section 25 and 26 intercalations of the second base plate holding section and have the big length of height than these the first base plate holding sections 25 and the second base plate holding section 26.
On base plate 6, be formed with the first snap flange portion 36 and the second snap flange portion 37 that form by crooked squarely position, alongst both side edges position.The first snap flange portion 36 and the second snap flange portion 37 correspond respectively to the chimeric slit 18 of the chimeric slit 17 in first bottom and second bottom on the base plate assembled portion 13 that is formed on above-mentioned form surfacing 2 and the position that forms.The first snap flange portion 36 and the second snap flange portion 37 are, base plate 6 becomes as described above than the long slightly little length of the slit of chimeric slit 17 in first bottom and the chimeric slit 18 in second bottom, so its length is also long slightly little than the slit of chimeric slit 17 in first bottom and the chimeric slit 18 in second bottom.
In addition, base plate 6 obviously is not limited to the assemble method to form surfacing 2 by above-mentioned rotary manipulation.Base plate 6 also can be by for example the first snap flange portion 36 and the chimeric slit 18 of the chimeric slit 17 of the second snap flange portion 37 and first bottom and second bottom being assembled along form surfacing 2 slides as guiding element.In addition, base plate 6 also can be assembled so that form surfacing 2 and each web group 4 are integrated by other suitable method.
In addition, even if base plate 6 on being assembled in above-mentioned form surfacing 2 and for example must increase in die cavity under the situation of reinforcing material etc. after assembling template 1, also can be tackled.Base plate 6 is moved upward and rotary manipulation and remove the hold mode of web 5 along the lateral surface 12 of form surfacing 2 by making it with the order opposite with assembly operation, can carry out the dismounting of form surfacing 2 from web 4.
In template 1, by a plurality of connect mechanisms 3 that constitute as one group web group 4 and the first base plate 6A and the second base plate 6B by the first web 5A that will be combined as X word shape and the second web 5B, the first form surfacing 2A and the second form surfacing 2B opposed inside face that constitutes as described above remained set interval, constitutes die cavity 10 and assemble.The assembling procedure of template 1 is considered the efficient activity of reinforcing bar configuration operation etc., the side of the first form surfacing 2A or the second form surfacing 2B, for example carry out the assembling of connect mechanism 3 in advance in the second web 5B side.
The assembling procedure of template 1 is at the medial surface 11B of the second form surfacing 2B a plurality of web groups 4 to be assembled opposed to each other side by side with base plate assembled portion 13B respectively.The assembling procedure of template 1 is, with respect to the second form surfacing 2B, each web group 4 is gone into the first web intercalation slit 15B or the second web intercalation slit 16 with the first base plate holding section 25B of the first relative web 5A and the second base plate holding section 26B intercalation of the second web 5B, makes intercalation position 29 separately stretch out and assemble from the outside side 12B of base plate assembled portion 13B.
The assembling procedure of template 1 is, with respect to the second form surfacing 2B, the second base plate 6B makes the first base plate holding section 25B of the first relative respectively web 5A and the second base plate holding section 26B of the second web 5B engage assembling with the first web holding section 34B and the second web holding section 35B.The assembling procedure of template 1 is, thus for the second form surfacing 2B, side 11B side within it makes a plurality of web group 4 integrated in the longitudinal direction abreast.
The assembling procedure of template 1 is to be provided with abreast respectively with web group 4 incorporate a plurality of second form surfacing 2B about standing on the bottom concrete seven that is provided with vertical muscle 8A.The assembling procedure of template 1 is that the chock 43 along being arranged on the concrete seven of bottom is provided with a plurality of second form surfacing 2B that carried out the assembling of web group 4 respectively by aforesaid operations.The assembling procedure of template 1 is, makes fitting projection separately thereby the second form surfacing 2B of adjacency makes fitting portion 19 butt joints that the side edge part at length direction forms relatively and chimeric recess is chimeric makes up.In addition, the assembling procedure of template 1 is that when the combination of the second form surfacing 2B, the base plate assembled portion place that constitutes in the base plate assembled portion halfbody butt joint that is formed at relative side edge part carries out the assembling of web group 4.
The assembling procedure of template 1 is along the second form surfacing 2B that is arranged side by side in the longitudinal direction, to be provided with the reinforcing bar group 8 that forms for the suitable reinforcing bar configuration of vertical muscle 8A horizontal bar 8B.The assembling procedure of template 1 is, because side's side is open and guarantee space by the abundance of horizontal bar 8B from the structure of above-mentioned web group 4, thereby can implement reinforcing bar configuration operation efficiently.
The assembling procedure of template 1 is, and is arranged side by side in the longitudinal direction and to implement the second form surfacing 2B of reinforcing bar configuration along medial surface 11B opposed, and the first form surfacing 2A is set abreast.The assembling procedure of template 1 is that the first form surfacing 2A also is along being provided with the chock 43 that set opposed interval is provided with the chock 43 that is arranged on the second form surfacing 2B side on the concrete seven of bottom.The assembling procedure of template 1 is that each first form surfacing 2A makes the web group 4 that is assembled on the second relative form surfacing 2B distinguish opposite disposed opposed to each other with base plate assembled portion 13A.
The assembling procedure of template 1 is, each web group 4 is with respect to the first form surfacing 2A, make the first base plate holding section 25A of the first relative web 5A and the preceding first web intercalation slit 15A of insertion of the second base plate holding section 26A or the second web intercalation slit 16A of the second web 5B, as shown in Figure 8, make intercalation position 29 separately stretch out and assemble from the outside side 12A of base plate assembled portion 13A.The assembling procedure of template 1 is, with respect to the first form surfacing 2A, carries out the assembling of the first base plate 6A from its lateral surface 12A side, so as by this first base plate 6A for the fixedly connected plate group 4 of the first form surfacing 2A.
The assembling procedure of template 1 is, for the first form surfacing 2A, the first base plate 6A makes in the relative respectively chimeric slit 18 of the chimeric slit 17 in the first relative bottom and second bottom that is fastened on form surfacing 2 of the lower portion of the first snap flange portion 36 and the second snap flange portion 37 as shown in Figure 9.The assembling procedure of template 1 is at this moment, the second base plate holding section 26A intercalation to be gone among the second relative web holding section 35A.The assembling procedure of template 1 is, shown in arrow among this figure, towards the position, top that the first base plate 6A is operated in the first form surfacing 2A sideway swivel.The assembling procedure of template 1 is that thus, the first relative web holding section 34A is gone in the first base plate holding section 25A intercalation, carries out the assembling of the first base plate 6A for the first form surfacing 2A.The assembling procedure of template 1 is, and is for the fixedly connected plate group 4 of the first form surfacing 2A, mutually opposed with the second form surfacing 2B and the first form surfacing 2A is set via web group 4 via the first base plate 6A.
The assembling procedure of template 1 is that a plurality of first form surfacing 2A carry out the assembling of web group 4 respectively by aforesaid operations, and are arranged on the concrete seven of bottom with the mutually opposed adjoining farmland neighbour ground connection of the second form surfacing 2B, thereby carry out combination separately.The assembling procedure of template 1 is, fitting portion 19 butt joints that the first form surfacing 2A of adjacency mutually opposedly forms the side edge part at length direction, thus chimeric separately fitting projection and chimeric recess makes up.In addition, in the assembling procedure of template 1, even when the combination of the first form surfacing 2A, the base plate assembled portion that constitutes in the base plate assembled portion halfbody butt joint that is formed on relative side edge part is also carried out the assembling of web group 4.
The assembling procedure of template 1 is, through aforesaid operations, on the matrix concrete seven, assembling first floor template 1A, it makes a plurality of first form surfacing 2A and the second form surfacing 2B make up in the longitudinal direction respectively, between the opposed medial surface 11, constitute the die cavity 10 of fluid concrete with set opposed interval opposite disposed by a plurality of web groups 4 at each the first form surfacing 2A and the second form surfacing 2B.In the assembling procedure of template 1,, can carry out the assembling of template 1 by shirtsleeve operation by service property (quality) light and the simple to operate first form surfacing 2A and the second form surfacing 2B.In the assembling procedure of template 1, under the state of the form surfacing 2 that is provided with a side, be configured reinforcing bar, thereby realized the efficient activity of operation.In addition, the assembling procedure of template 1 also can be assembled second layer form surfacing 1B as required on first floor form surfacing 1A.
And in the template 1 of assembling through above-mentioned assembling procedure, fluid concrete to die cavity 10 in, but identical with in the past general template, additional being provided with for the concrete pressure of cast keeps the support of form surfacing 2 to keep constructing.In the template 1, it is dismantled and assembled with respect to base plate 6 that screwed part 40 is installed, and via this screwed part 40 is installed, and exchanges to use as supporting to keep the general in the past employed template support holder 41 of structure.Template 1 keeps material 42 by template support holder 41 along the additional support that tubing separately etc. for example is set of each first form surfacing 2A and the second form surfacing 2B, thereby keeps well as shown in Figure 1.
In template 1, base plate 6 is provided with installing hole 32 as described above, and with installing hole 32 accordingly medial surface be provided with nut part 33 be installed.In template 1, for base plate 6,, screwed part 40 intercalations go into installing hole 32 and screw in nut part 33 is installed by will being installed from its lateral surface, and the base end side that nut part 33 is installed is stretched out with set length.Template 1 can be removed from base plate 6 nut part 33 is installed when the demoulding as described later.
The following describes summary for the operation of template 1 rigging support holder 41.On template 1, as shown in figure 11, for base plate 6, the installation screwed part 40 of going into installing hole 32 from its lateral surface 12 side intercalations screws in installs nut parts 33, thereby makes its tip side stretch out and assemble.In template 1, by will being installed, nut part 33 is arranged on the base plate 6, and the dismounting operation of screwed part 40 can be installed simply and carry out firm assembling.
On template 1, bellmouth screw in to be installed screwed part 40, stretches out and assembles and the incorporate template supporting body of this bellmouth towards the lateral surface 12 of base plate 6.In template 1, as Fig. 1 and shown in Figure 11, at the lateral surface of form surfacing 2, be assembled with for length direction with the vertical support maintenance material 42A of set interval assortment with for the horizontal support maintenance material 42B of length direction with the assortment of set interval via the template supporting body.In template 1, by clamp being screwed in the template supporting body, the horizontal support that is supported on the template supporting body keeps material 42B to be pressed, thereby keeps material 42A jointly to be crimped on the lateral surface of form surfacing 2 with vertical the support, thereby 41 supports keep by the template support holder.
Through above operation, in the template 1 on being arranged on the matrix concrete seven, fluid concrete in die cavity 10.In template 1, by web group 4 and the base plate 6 formed connect mechanisms 3 that the first web 5A and the second web 5B by simple structure form, the opposed interval that keeps the first form surfacing 2A and the second form surfacing 2B, thus constitute die cavity 10.In template 1, in die cavity 10, guarantee sufficient reinforcing bar configuration space and keep concrete flowability fully.In template 1, also can use the vibrator that when cast, is used for concrete setting.In template 1, form the concrete construction of the good surface appearance that does not produce voids and pits thus.In template 1,, can keep its opposed interval well by above-mentioned connect mechanism 3 and additional template support holder 41, the first form surfacing 2A and the second form surfacing 2B that is provided with for the concrete pressure after the cast.
In template 1, form the integrated concrete construction that forms of interarea of stripping operation, the first form surfacing 2A and second form surfacing 2B former state ground and concrete bodies 9 after not needing process between set curing time.In the concrete construction, the first form surfacing 2A and the second form surfacing 2B or web group 4 realize the enhancing function of concrete bodies 9 with reinforcing bar group 8, realize the raising of mechanical strength.In the concrete construction, the first form surfacing 2A and the second form surfacing 2B realize the function as heat-barrier material, do not need to paste operation into heat-barrier material, realize the shortening of duration and the reduction of construction cost, improve thermal insulation, and realized the raising of sound insulation, high-air-tightness, refractoriness, gas permeability, persistence or shock resistance.
In template 1, be combined in the dismounting of each the template support holder 41 on the lateral surface of template 2.Template support holder 41 is dismantled at loosening clamp and support to be kept after the material 42, be provided with the template supporting body bellmouth, from being assembled in the dismounting of the installation screwed part 40 on the base plate 6.In template 1, the dismounting from base plate 6 of screwed part 40 is installed.In template 1, by in the installing hole 32 of base plate 6, being provided with nut part 33 is installed, can former state use template support holder 41 in the past and dismantle the raising of realization operating efficiency by shirtsleeve operation.
The present invention is not limited to the template 1 shown in the above-mentioned embodiment, only otherwise break away from claims and purport thereof, can certainly carry out various changes, the displacement of inscape.
Claims (5)
1. concrete pouring template,
Have:
First form surfacing of foamed synthetic resin system and second form surfacing, on the relative position of separately lateral surface, be formed with a plurality of base plate assembled portion in the longitudinal direction abreast, and on these base plate assembled portion, be formed with the first web intercalation slit and the second web intercalation slit respectively, thereby constitute the die cavity of concreting between with set opposed interval opposite disposed opposed inside face;
A plurality of web groups, central portion linked and be combined as first web of X word shape and second web as one group, in above-mentioned die cavity, be separately positioned on the opposed position of above-mentioned base plate assembled portion on, thereby the opposed interval that keeps above-mentioned first form surfacing and above-mentioned second form surfacing; And,
A plurality of first base plates and a plurality of second base plate, be assembled in the above-mentioned base plate assembled portion of above-mentioned first form surfacing and above-mentioned second form surfacing respectively and make relative above-mentioned first web and above-mentioned second web and above-mentioned first form surfacing and above-mentioned second form surfacing integrated
On above-mentioned first web and above-mentioned second web, on both ends separately, be formed with the first base plate holding section and the second base plate holding section, the described first base plate holding section and the second base plate holding section embedding are inserted in the above-mentioned first web intercalation slit that forms relatively on the above-mentioned base plate assembled portion of above-mentioned first form surfacing or above-mentioned second form surfacing or the above-mentioned second web intercalation slit and stretch out to above-mentioned lateral surface
On above-mentioned first base plate and above-mentioned second base plate, above-mentioned first web that stretches out to the above-mentioned lateral surface of above-mentioned first form surfacing or above-mentioned second form surfacing with connecting above-mentioned first web intercalation slit or the above-mentioned second web intercalation slit and the above-mentioned first base plate holding section and the above-mentioned second base plate holding section of above-mentioned second web are relative, be formed with the first web holding section and the second web holding section
Above-mentioned first form surfacing and above-mentioned second form surfacing, go in above-mentioned first web intercalation slit or the above-mentioned second web intercalation slit and the above-mentioned web group that combines by the above-mentioned first base plate holding section that makes above-mentioned first web and above-mentioned second web and the above-mentioned second base plate holding section intercalation, between the opposed inside face, constitute above-mentioned die cavity and keep opposed interval
Above-mentioned first base plate holding section of stretching out by the lateral surface that makes to above-mentioned first form surfacing and above-mentioned second form surfacing and the above-mentioned second base plate holding section are sticked in above-mentioned first base plate that is assembled on the above-mentioned base plate assembled portion and the above-mentioned first web holding section and the above-mentioned second web holding section of above-mentioned second base plate, and above-mentioned first web of above-mentioned web group and above-mentioned second web are held and make up.
2. concrete pouring template as claimed in claim 1 is characterized in that,
Above-mentioned first form surfacing and above-mentioned second form surfacing circumference outside are formed with fitting portion, and make the butt joint of outer peripheral edges portion by chimeric relative fitting portion, in combination up and down a plurality of above-mentioned first form surfacings and above-mentioned second form surfacing are set,
Above-mentioned fitting portion is made of inboard fitting portion and outside fitting portion, described inboard fitting portion and outside fitting portion go up separately 1/2 medial region of thickness of slab and exterior lateral area that along its length overall region alternatively is formed with fitting projection and the chimeric recess that has with this fitting projection opening size about equally forms, and the above-mentioned fitting projection of these inboard fitting portions and outside fitting portion staggers a spacing with above-mentioned chimeric recess and forms so that the position is relative
Make up up and down making under the state that spins upside down.
3. concrete pouring template as claimed in claim 1 or 2 is characterized in that,
Above-mentioned first web and above-mentioned second web use same parts, described same parts are raw material with the sheet metal with set thickness, form the joint portion at central portion, and form above-mentioned first base plate holding section and the above-mentioned second base plate holding section at both ends, under the state of upset, be combined as X word shape in conjunction with relative above-mentioned joint portion
Via the above-mentioned joint portion combination freely of combination angular adjustment.
4. as any described concrete pouring template of claim 1 to 3, it is characterized in that,
Above-mentioned first base plate and above-mentioned second base plate are, it is long and form that above-mentioned first web holding section and the above-mentioned second web holding section have the slit bigger slightly than the above-mentioned first base plate holding section of relative engaging and the above-mentioned second base plate holding section, thereby by in the scope of this difference, moving, the hold mode of above-mentioned first web or above-mentioned second web is removed freely
The hold mode of either party by removing above-mentioned first web or above-mentioned second web is carried out the dismounting of above-mentioned first form surfacing or above-mentioned second form surfacing.
5. as any described concrete pouring template of claim 1 to 4, it is characterized in that,
On above-mentioned first base plate and above-mentioned second base plate, at least be formed with the through hole that on thickness direction, connects in the substantial middle that is positioned at length direction, and on the opposed faces of above-mentioned first form surfacing and above-mentioned second form surfacing with above-mentioned through hole be that concentric state is provided with the installation nut part
Via from above-mentioned through hole intercalation and screw in the installation screwed part of above-mentioned installation nut part, keep the assembling of template support holder of the lateral surface of above-mentioned form surfacing.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2009-277435 | 2009-12-07 | ||
| JP2009277435A JP5450016B2 (en) | 2009-12-07 | 2009-12-07 | Concrete formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN102086671A true CN102086671A (en) | 2011-06-08 |
| CN102086671B CN102086671B (en) | 2013-03-27 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010105485763A Expired - Fee Related CN102086671B (en) | 2009-12-07 | 2010-11-15 | Formwork for casting concrete |
Country Status (3)
| Country | Link |
|---|---|
| JP (1) | JP5450016B2 (en) |
| KR (1) | KR100997170B1 (en) |
| CN (1) | CN102086671B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105332450A (en) * | 2015-11-25 | 2016-02-17 | 沈阳建筑大学 | Rapidly assembled non-dismantling heat preservation template for exterior wall |
| CN107849855A (en) * | 2015-07-31 | 2018-03-27 | 齐原正 | The method of construction of support unit, concreting template and concrete construction |
Families Citing this family (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101203298B1 (en) * | 2012-03-22 | 2012-11-21 | 주식회사 예스스틸 | Form for construction work |
| KR101247837B1 (en) | 2012-05-30 | 2013-03-26 | 주식회사 예스스틸 | Form for construction work |
| KR101476665B1 (en) | 2012-11-23 | 2015-01-06 | 주식회사 예스스틸 | Both-sided insulated form for construction work integrating insulation |
| GB2531912B8 (en) * | 2014-10-15 | 2019-05-29 | Twinwall Icf Ltd | A formwork system |
| CN106014455B (en) * | 2016-07-15 | 2018-07-10 | 湖南远东钢模有限公司 | A kind of ditch cable trench trolley box template |
| US11352787B2 (en) * | 2019-06-18 | 2022-06-07 | Victor Amend | Concrete form panel, and concrete formwork comprising same |
| CN111705565A (en) * | 2020-05-14 | 2020-09-25 | 中铁十七局集团第三工程有限公司 | Post-cast strip pouring support system and post-cast strip pouring construction method |
| WO2023096531A1 (en) * | 2021-11-29 | 2023-06-01 | Общество с ограниченной ответственностью "Аэрокарбон Глобал" | Modular enclosing structure and structural module thereof |
| CN115898017B (en) * | 2022-09-26 | 2023-10-31 | 广东科信工程管理有限公司 | Building engineering template fixing equipment |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08246579A (en) * | 1995-03-08 | 1996-09-24 | Kaapura:Kk | Thickness adjusting apparatus for wall structure unit and thickness adjusting method using it |
| CN1633537A (en) * | 2001-05-04 | 2005-06-29 | 宝丽福姆Agp公司 | Improvement of pile-able building panel system |
| JP2006112090A (en) * | 2004-10-13 | 2006-04-27 | Tadashi Saihara | Concrete placing form |
| JP2006307604A (en) * | 2005-05-02 | 2006-11-09 | Tadashi Saihara | Concrete placing form |
| CN201043353Y (en) * | 2007-06-07 | 2008-04-02 | 中国建筑第七工程局 | Architect guide template |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CA2312158C (en) | 2000-02-11 | 2003-11-04 | Polyform A.G.P. Inc. | Stackable construction panel |
| JP4546979B2 (en) | 2007-02-09 | 2010-09-22 | 昌道 石山 | Formwork member having attachment means and concrete wall forming method |
-
2009
- 2009-12-07 JP JP2009277435A patent/JP5450016B2/en not_active Expired - Fee Related
-
2010
- 2010-05-28 KR KR1020100050257A patent/KR100997170B1/en active IP Right Grant
- 2010-11-15 CN CN2010105485763A patent/CN102086671B/en not_active Expired - Fee Related
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08246579A (en) * | 1995-03-08 | 1996-09-24 | Kaapura:Kk | Thickness adjusting apparatus for wall structure unit and thickness adjusting method using it |
| CN1633537A (en) * | 2001-05-04 | 2005-06-29 | 宝丽福姆Agp公司 | Improvement of pile-able building panel system |
| JP2006112090A (en) * | 2004-10-13 | 2006-04-27 | Tadashi Saihara | Concrete placing form |
| JP2006307604A (en) * | 2005-05-02 | 2006-11-09 | Tadashi Saihara | Concrete placing form |
| CN201043353Y (en) * | 2007-06-07 | 2008-04-02 | 中国建筑第七工程局 | Architect guide template |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107849855A (en) * | 2015-07-31 | 2018-03-27 | 齐原正 | The method of construction of support unit, concreting template and concrete construction |
| CN105332450A (en) * | 2015-11-25 | 2016-02-17 | 沈阳建筑大学 | Rapidly assembled non-dismantling heat preservation template for exterior wall |
Also Published As
| Publication number | Publication date |
|---|---|
| KR100997170B1 (en) | 2010-11-29 |
| JP2011117241A (en) | 2011-06-16 |
| CN102086671B (en) | 2013-03-27 |
| JP5450016B2 (en) | 2014-03-26 |
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