EP2075391A1 - Formenstruktur, plattenträgermaterial, plattenträgermaterial für innere ecke, plattenstützmaterial für äussere ecke und verfahren zum bauen von formen - Google Patents

Formenstruktur, plattenträgermaterial, plattenträgermaterial für innere ecke, plattenstützmaterial für äussere ecke und verfahren zum bauen von formen Download PDF

Info

Publication number
EP2075391A1
EP2075391A1 EP07830174A EP07830174A EP2075391A1 EP 2075391 A1 EP2075391 A1 EP 2075391A1 EP 07830174 A EP07830174 A EP 07830174A EP 07830174 A EP07830174 A EP 07830174A EP 2075391 A1 EP2075391 A1 EP 2075391A1
Authority
EP
European Patent Office
Prior art keywords
forms
panel
wall surface
surface part
panel support
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Withdrawn
Application number
EP07830174A
Other languages
English (en)
French (fr)
Other versions
EP2075391A4 (de
Inventor
Kazuaki Kiyoto
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
TB Kikaku Co Ltd
Original Assignee
TB Kikaku Co Ltd
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by TB Kikaku Co Ltd filed Critical TB Kikaku Co Ltd
Publication of EP2075391A1 publication Critical patent/EP2075391A1/de
Publication of EP2075391A4 publication Critical patent/EP2075391A4/de
Withdrawn legal-status Critical Current

Links

Images

Classifications

    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
    • E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
    • E04G11/12—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements
    • E04G11/14—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring of elements and beams which are mounted during erection of the shuttering to brace or couple the elements with beams arranged in alignment with and between the elements and form also the shuttering face
    • 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
    • E04G17/02—Connecting or fastening means for non-metallic forming or stiffening elements
    • E—FIXED CONSTRUCTIONS
    • E04—BUILDING
    • E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • 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
    • E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
    • E04G17/0651—One-piece elements
    • E04G17/0652—One-piece elements fully recoverable

Definitions

  • the present invention relates to a forms structure, a panel support member, a panel support member for internal corner, a panel support member for external corner and a construction method of forms suitable for use in constructing forms to cast concrete.
  • forms structures for casting concrete are proposed, as disclosed in e.g. Japanese Examined Utility Model (Registration) Application Publication No. 54-15946 , mainly including form plates disposed oppositely, a separator which maintains an interval between the form plates, engaging members (P cones) disposed at both ends of the separator via a connecting shaft, form plate clamps (form ties) to be screwed into the connecting shaft, vertical battens which abut on an outer surface of each form plate, horizontal battens which abut on the vertical batten and a wedge to be hit into a hole of the form plate clamp to secure each batten (see Patent Document 1).
  • P cones engaging members
  • form plate clamps form ties
  • Patent Document 1 Japanese Examined Utility Model (Registration) Application Publication No. 54-15946
  • a form plate must normally be provided with a hole to be bored which penetrates one end of a separator, resulting in a long-time boring work and failure of a forms panel due to its decreased strength.
  • fastening work with a form tie usually requires technical experience and long construction duration, leading to insufficient number of skilled workers in construction sites and delay in construction schedule and higher construction costs.
  • a completed concrete presents a removing hole, i.e. a mark of a washer by fastening the concrete with a P cone, leading to a poor appearance.
  • the concrete wall is provided with an induction joint at which crack is concentrated to prevent it from expanding.
  • An induction joint formed within the boundary between the form plates is made at a much longer interval from another induction joint according to conventional technical standards, which contribute to the generation of additional crack therebetween on the concrete wall.
  • a forms structure capable of realizing such features as enhancing safety in transportation work and assembling work through reduction in the number of components and compact unitization, eliminating lack of experience and shortening the assembling work by eliminating the fastening work by form tie or the boring work of a forms panel, preventing a crack in a concrete wall from expanding by narrowing the interval between induction joints, and concealing a P cone removing hole remaining due to the induction joint.
  • a forms structure comprising a forms panel disposed to intercept concrete, a panel support member erected on both sides of the forms panel in order to support the forms panel, a horizontal member supported at an outer side face of the panel support member at a plurality of upper and lower portions thereof while spaced apart by a predetermined distance from the forms panel, and a wedge member inserted between the horizontal member and said forms panel and securing the forms panel by pressing it against said panel support member.
  • a panel support member comprising a forms structure as set forth in Claim 1, furthermore comprising an inner wall surface part facing the inside of said forms structure, an outer wall surface part provided in substantially parallel with the inner wall surface part while spaced apart by a predetermined distance therefrom, a horizontal member supporting part provided at a plurality of upper and lower portions of the outer wall surface part to support one end of said horizontal member, and a panel holding part provided at both end side parts of said inner wall surface part to sandwich said forms panel with said wedge member.
  • a panel support member for internal corner mutually orthogonally supporting a forms panel disposed at an internal corner comprising a forms structure as set forth in Claim 1, furthermore comprising a first inner wall surface part and a second inner wall surface part mutually orthogonally connected at an internal corner of said forms structure to form a convex inner wall surface inside the forms structure, a first outer wall surface part provided in substantially parallel with said first inner wall surface part while spaced apart by a predetermined distance therefrom, a second outer wall surface part provided in substantially parallel with said second inner wall surface part while spaced apart by a predetermined distance therefrom, a first horizontal member supporting part provided at a plurality of upper and lower portions of said first outer wall surface part to support one end of said horizontal member, a second horizontal member supporting part provided at a plurality of upper and lower portions of said second outer wall surface part to support one end of said horizontal member and a panel holding part provided at each outside end of said first inner wall surface part and said second inner wall surface part to sandwich said forms panel with said wedge member
  • a panel support member for external corner mutually orthogonally supporting a forms panel disposed at an external corner
  • a forms structure as set forth in Claim 1, furthermore comprising a first inner wall surface part and a second inner wall surface part mutually orthogonally connected at an external corner of said forms structure to form a concave inner wall surface inside the forms structure, a first outer wall surface part provided in substantially parallel with said first inner wall surface part while spaced apart by a predetermined distance therefrom, a second outer wall surface part provided in substantially parallel with said second inner wall surface part while spaced apart by a predetermined distance therefrom, a first horizontal member supporting part provided at a plurality of upper and lower portions of said first outer wall surface part to support said horizontal member, a second horizontal member supporting part provided at a plurality of upper and lower portions of said second outer wall surface part to support said horizontal member and a panel holding part provided at each outside end of said first inner wall surface part and said second inner wall surface part to sandwich said forms panel with said wedge member.
  • a separator which maintains an interval between panel support members erected on both sides of the forms panel and mutually oppositely disposed is provided, a cone member is provided at one end of the separator, a joint bar is disposed at upper and lower portions of the cone member to form an induction joint, and a truncated quadrangular pyramidal cone cover having the substantially same section as the joint bar is coated on said cone member.
  • a construction method of forms according to the present invention to support a forms panel to intercept concrete by panel support members comprising the steps of:
  • this invention is capable of realizing such features as enhancing safety in transportation work and assembling work through reduction in the number of components and compact unitization, eliminating lack of experience and shortening the assembling work by eliminating the fastening work by form tie or the boring work of a forms panel, preventing a crack in a concrete wall from expanding by narrowing the interval between induction joints, and concealing a P cone removing hole remaining due to the induction joint.
  • a first embodiment of a forms structure, a panel support member, a panel support member for internal corner, a panel support member for external corner and a construction method of forms according to the present invention will be described with reference to the drawings.
  • Figure 1 is a plan view indicative of the forms structure 1 of this first embodiment.
  • Figures 2 and 3 are perspective views in the forms structure 1 of this first embodiment, indicative of an internal corner externally viewed and an external corner internally viewed, respectively.
  • the forms structure 1 of this first embodiment mainly includes a forms panel 2 to intercept concrete, a panel support member 3, a panel support member for internal corner 4, a panel support member for external corner 5 to support the forms panel 2, a separator 6 which maintains an interval between oppositely disposed panel support members 3, a horizontal member 7 supported at an outer side face of the panel support member 3 and a wedge member 8 inserted between the horizontal member 7 and said forms panel 2.
  • the forms panel 2 plays a role in intercepting concrete cast.
  • the forms panel 2 as shown in Figure 4 , is formed of a plywood, composed of 3 panels press-fitted with an adhesive agent.
  • a middle panel therein is formed with shorter length in the top and bottom than the other two panels, and up and down edges of the forms panel 2 are provided with recessed grooves 21.
  • a limewash stop member 22 having a length identical to a width of the forms panel 2, is fitted into recessed grooves 21 of upper and lower forms panels 2, thereby preventing flow of cast concrete.
  • the forms panel 2 may be a wooden board like veneer, a resin board like transparent acrylic board, a steel plate, an aluminum plate and the like, as long as it plays a role in intercepting concrete.
  • concrete-cast surface is formed of a concrete panel coated with urethane so as to provide a good appearance thereon, with other 2 panels from recycled veneer, leading to efficient use of wood resources.
  • the forms panel 2 may be formed of one panel having recessed grooves 21.
  • the separator 6 plays a role in fastening panel support members 3, 3 oppositely disposed inside and outside to maintain a predetermined distance therebetween.
  • the separator 6 is formed of a rod-like shape by a steel material, etc., and both ends thereof are provided with a male screw 61.
  • a cone member 62 formed of a truncated cone from plastics, etc., is secured to both ends of the separator 6.
  • the cone member 62 is provided with a female screw hole 63 which axially screws into the male screw 61 of the separator 6.
  • a connecting bolt 64 is externally screwed into the female screw hole 63 to mount the separator 6.
  • upper and lower portions of the cone member 62 are provided with a joint bar 9 to form an induction joint.
  • the joint bar 9 is formed of substantially trapezoidal section to be readily removed after concrete cures. Since the induction joint is prone to stress and crack concentration generated in a concrete wall, an effect of preventing crack on a finished surface can be expected.
  • a substantially truncated quadrangular pyramidal cone cover 10 is externally covered on each cone member 62.
  • the cone cover 10, as shown in Figure 5 is formed so as to have a width identical to the joint bar 9 to mold part of the induction joint with the joint bar 9. Therefore, a removing hole of the cone member 62 becomes part of the induction joint, and it is not necessary to fill the removing hole with a filler and the like, thereby improving an appearance of the finished surface.
  • the horizontal member 7 and the wedge member 8 play a role in pressing and securing the forms panel 2 to the panel support member 3.
  • the horizontal member 7 is formed of a square pipe of substantially rectangular section, having a longer length than an interval between adjacent panel support members 3.
  • the horizontal member 7 is supported at an outer side face of the panel support member 3 at a plurality of upper and lower portions thereof while spaced apart by a predetermined distance from the forms panel 2.
  • the wedge member 8 made of wood, etc. is formed, by inserting into a space between the horizontal member 7 and the forms panel 2 to apply pressing force to the forms panel 2.
  • the wedge member 8 has a tapered part 81 for smooth attachment and a stopper part 82 for preventing detachment of the horizontal member 7.
  • the panel support members 3, the panel support members for internal corner 4 and the panel support members for external corner 5 are erected with a predetermined distance therebetween to support the forms panels 2.
  • the panel support member 3 supports adjacent forms panels 2 almost in the same plane
  • the panel support member for internal corner 4 mutually orthogonally supports the forms panels 2 disposed at an internal corner of the forms structure 1.
  • the panel support member for external corner 5 mutually orthogonally supports the forms panels 2 disposed at an external corner of the forms structure 1.
  • the panel support member 3 which is formed of substantially H-shaped section from a steel material, an aluminum material, etc., mainly includes an inner wall surface part 31 facing the inside of the forms structure 1, an outer wall surface part 32 facing the outside of the forms structure 1 while spaced apart by a predetermined distance from the inner wall surface part 31, a through hole 33 bored from the inner wall surface part 31 through the outer wall surface part 32, a horizontal member supporting part 34 provided on the outer wall surface part 32 and a panel holding part 35 formed at both end side parts of the inner wall surface part 31.
  • the inner wall surface part 31 and the outer wall surface part 32 are formed in a flat plate shape, and substantially middle parts of both thereof are connected by a plate-shaped connecting plate 36.
  • the connecting plate 36 connects the inner wall surface part 31 and the outer wall surface part 32, both of which are disposed substantially in parallel with each other, at a longer interval than a thickness of the forms panel 2.
  • the through hole 33 penetrates a connecting bolt 64 screwed into the cone member 62 provided at one end of the separator 6.
  • This invention is not particularly limited to this first embodiment where the through hole 33 passes from the inner wall surface part 31 through the outer wall surface part 32 via the connecting plate 36 as shown in Figure 1 .
  • the through hole 33 may be bored only at the inner wall surface part 31 and the outer wall surface part 32 not through the connecting plate 36, as long as it passes from the inner wall surface part 31 through the outer wall surface part 32.
  • the horizontal member supporting part 34 supports the horizontal member 7 while spaced apart by a predetermined distance from the forms panel 2.
  • the horizontal member supporting part 34 is formed of a square pipe, having an insertion hole 34a whose length and width are greater than those of a section of the horizontal member 7.
  • the horizontal member supporting part 34 is welded to the outer wall surface part 32 so that the axial direction of the insertion hole 34a is orthogonal to the longitudinal direction of the panel support members 3 to support one end of the horizontal member 7.
  • the horizontal member supporting parts 34 are provided with a upper stage, a middle stage and a lower stage of the panel support members 3 to determine a holding position of the forms panel 2.
  • the panel support member for internal corner 4 supports the forms panels 2 disposed at an internal corner of the forms structure 1, mainly including a first inner wall surface part 41a and a second inner wall surface part 41b forming an inner wall surface at an internal corner of the forms structure 1, a first outer wall surface part 42a and a second outer wall surface part 42b provided in substantially parallel with the first inner wall surface part 41a and the second inner wall surface part 41b while spaced apart by a predetermined distance therefrom, respectively, a first through hole 43a and a second through hole 43b bored from the first inner wall surface part 41a and the second inner wall surface part 41b through the first outer wall surface part 42a and the second outer wall surface part 42b, respectively, a first horizontal member supporting part 44a and a second horizontal member supporting part 44b provided at the first outer wall surface part 42a and the second outer wall surface part 42b, respectively, and a panel holding part 45 formed at each outside end of the first inner wall surface part 41 a and the second inner wall surface part 41b.
  • the first inner wall surface part 41a and the second inner wall surface part 41b are mutually orthogonally connected at the internal corner to form a convex inner wall surface inside the forms structure. Then, panel holding parts 45,45 are extended at each outside end of the first inner wall surface part 41 a and the second inner wall surface part 41b along each inner wall surface. Therefore, one forms panel 2 supported by the panel holding part 45 of the first inner wall surface part 41 a and the other forms panel 2 supported by the panel holding part 45 of the second inner wall surface part 41b are orthogonal to each other.
  • the first outer wall surface part 42a and the second outer wall surface part 42b are provided in substantially parallel with the first inner wall surface part 41a and the second inner wall surface part 41b via the connecting plate 36, respectively.
  • the panel support member for internal corner 4 of this first embodiment is formed of substantially particular Japanese Kanji character (representing a square and a cross therein). A detailed description is not provided regarding the first through hole 43a and the second through hole 43b corresponding to the above-described through hole 33, and the first horizontal member supporting part 44a and the second horizontal member supporting part 44b corresponding to the above-described horizontal member supporting part 34.
  • the panel support member for external corner 5 supports the forms panel 2 disposed at an external corner of the forms structure 1, mainly including a first inner wall surface part 51a and a second inner wall surface part 51b forming an inner wall surface at an external corner of the forms structure 1, a first outer wall surface part 52a and a second outer wall surface part 52b provided in substantially parallel with the first inner wall surface part 51a and the second inner wall surface part 51b while spaced apart by a predetermined distance therefrom, respectively, a first through hole 53a and a second through hole 53b bored from the first inner wall surface part 51a and the second inner wall surface part 51b through the first outer wall surface part 52a and the second outer wall surface part 52b, respectively, a first horizontal member supporting part 54a and a second horizontal member supporting part 54b provided at the first outer wall surface part 52a and the second outer wall surface part 52b, respectively, and a panel holding part 55 at each outside end of the first inner wall surface part 51a and the second inner wall surface part 51b.
  • the panel support member for external corner 5 is formed of two above-described panel support members 3 orthogonally joined at one end of an inner wall surface part 31 of one panel support member 3 and one end of an inner wall surface part 31 of the other panel support member 3.
  • the first inner wall surface part 51a and the second inner wall surface part 51b are mutually orthogonally connected at an external corner to form a concave inner wall surface inside the forms structure.
  • a panel holding parts 55 is formed at each outside end of the first inner wall surface part 51a and the second inner wall surface part 51b along each inner wall surface. Therefore, one forms panel 2 supported by the panel holding part 55 of the first inner wall surface part 51a and the other forms panel 2 supported by the panel holding part 55 of the second inner wall surface part 51b are orthogonal to each other.
  • the panel support member 3 constructs the forms structure 1 of this first embodiment.
  • the panel support member for internal corner 4 is erected at an internal corner and the panel support member for external corner 5 is erected at an external corner.
  • the panel support member 3 is erected so that the inner wall surface part 31 internally faces the forms structure 1.
  • Adjacent panel support members 3 are erected while spaced apart by a predetermined distance so that an interval between the panel holding parts 35 thereof is shorter than a width of the forms panel 2.
  • the panel support members for internal corner 4 and the panel support members for external corner 5 are vertically connected. Since a connecting plate 36 is concealed in the panel support member for internal corner 4, connecting pieces 37,37 are additionally secured to the first outer wall surface part 42a and the second outer wall surface part 42b.
  • forms panels 2 are disposed between adjacent panel support members 3,3. Since the forms panels 2 are externally mounted with each of panel holding parts 35,35, the panel holding parts 35,35 are designed to hold both end edge parts of the forms panel 2 to prevent them from internally tumbling down. Likewise, forms panels 2 are disposed between the panel support member for internal corner 4 and its 2 adjacent panel support members 3,3 in the direction orthogonal thereto, and between the panel support member for external corner 5 and its 2 adjacent panel support members 3,3 in the direction orthogonal thereto.
  • a limewash stop member 22 is fitted into a recessed groove 21 of an upper end of one forms panel 2, into which a recessed groove 21 of a lower end of the other forms panel 2 is fitted to be connected.
  • the limewash stop member 22 prevents cast concrete from infiltrating into a connecting part between upper and lower forms panels 2 and coming out of the surface.
  • a separator 6 is disposed between panel support members 3,3 oppositely disposed. Specifically, by adjusting a position of a cone member 62 provided at both ends of the separator 6, the separator 6 is secured so as to make a predetermined distance between outer end faces of the cone members 62. Then, the separator 6 is disposed so that the outer end faces abut on each of inner wall surface parts 31 of the panel support members 3, and a connecting bolt 64 penetrated in each through hole 33 is screwed into a female screw hole 63 of each cone member 62.
  • a nut 66 is fastened via a washer 65 to one end of the connecting bolt 64 protruding from an outer wall surface part 32 of the panel support member 3. Then, an interval between panel support members 3,3 disposed oppositely is maintained at a predetermined distance in an easy and ensured manner, thereby requiring no fastening work by form tie, batten, etc.
  • separators 6 are disposed between oppositely disposed panel support members 3, panel support members for internal corner 4 and panel support members for external corner 5 to maintain a predetermined distance therebetween.
  • a cone cover 10 is coated on each cone member 62, and a joint bar 9 is disposed on upper and lower portions of the cone cover 10.
  • upper and lower end faces of the cone cover 10 formed in a flat plate provide an easy positioning of an end of the joint bar 9 and a continuous configuration thereof.
  • a removing hole of the cone member 62 is concealed within an induction joint, resulting in no such mark on a finished surface of a concrete wall. Also, it is not necessary to fill the removing hole with a filler, etc. Crack can be concentrated only at the induction joint formed, thereby preventing the crack from expanding to the finished surface.
  • horizontal member supporting parts 34,34 of adjacent panel support members 3,3 are inserted into one end of the horizontal member 7 and the other end of the horizontal member 7.
  • the horizontal member 7 is substantially horizontally supported outside of the forms panels 2 while spaced apart by a slight interval.
  • the panel support members 3 are aligned in a correct straight line by the horizontal member 7.
  • panel support members 3, which are each adjacent to the panel support member for internal corner 4 and the panel support member for external corner 5, are aligned substantially in the direction orthogonal thereto.
  • a wedge member 8 is hit into a space between the horizontal member 7 and the forms panel 2. Therefore, the wedge member 8 internally presses an outer surface of the forms panel 2, which is received by a panel holding part 35, thereby sandwiching the forms panel 2 between the wedge member 8 and the panel holding part 35 to be secured. Thus, concrete can be cast between forms panels 2 oppositely secured.
  • the forms structure 11 of this second embodiment is characterized by, as shown in the above-described first embodiment, not holding oppositely disposed forms panels 2 by a tensional operation of the separator 6, but as shown in Figure 8 , externally pressing and supporting oppositely disposed forms panels 2 on a wall surface like a cliff and a slant surface by a support member 16.
  • a vertical member 12 vertically erected abuts at an outer side face of each horizontal member 7 of the forms structure 11.
  • the support member 16 is provided to press the vertical member 12 against the horizontal member 7.
  • the support member 16 is designed to be slidably assembled and formed of two steel pipes having different diameters to be secured by a predetermined length in an adjustment range. Therefore, when one end of the support member 16 abuts on a vertical member 12, and the other end thereof abuts on a different structure to install the support member 16, the forms panel 2 can be externally pressed and supported via the horizontal member 7 and the wedge member 8.
  • the forms structure 11 of this second embodiment doesn't require a separator 6, the panel support member 13, the panel support member for internal corner 14 and the panel support member for external corner 15 require no such through holes 33,43,53 described above.
  • a joint bar 9 additionally mounted it is not necessary to cut the joint bar 9 in accordance with the shape of the cone cover 10 because it includes no cone member 62. Wherever the joint bar 9 is mounted, a removing hole of the cone member 62 cannot be produced.
  • the forms structure 11 only composed of one side surface, can be readily constructed in addition to the effect of the above-described first embodiment, resulting in an improved appearance of a concrete finished surface.
  • the forms structure 1,11, the panel support members 3,13, the panel support member for internal corner 4,14, the panel support member for external corner 5,15 and the construction method of forms according to the present invention are not particularly limited to the above embodiments, but may be altered accordingly.
  • forms panels 2 may be provided with a hole bored for a separator and fastened by a form tie after vertical battens abut on the outside of the horizontal member 7, as in conventional inventions.

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
EP07830174A 2006-10-20 2007-10-19 Formenstruktur, plattenträgermaterial, plattenträgermaterial für innere ecke, plattenstützmaterial für äussere ecke und verfahren zum bauen von formen Withdrawn EP2075391A4 (de)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
JP2006285837A JP3905551B1 (ja) 2006-10-20 2006-10-20 型枠構造、パネル支柱材、入隅用パネル支柱材、出隅用パネル支柱材および型枠工法
PCT/JP2007/070440 WO2008047903A1 (fr) 2006-10-20 2007-10-19 Structure de banche, matériel de soutien de panneau, matériel de soutien de panneau pour coin interne, matériel de soutien de panneau pour coin externe et procédé de construction de banche

Publications (2)

Publication Number Publication Date
EP2075391A1 true EP2075391A1 (de) 2009-07-01
EP2075391A4 EP2075391A4 (de) 2009-10-28

Family

ID=38036299

Family Applications (1)

Application Number Title Priority Date Filing Date
EP07830174A Withdrawn EP2075391A4 (de) 2006-10-20 2007-10-19 Formenstruktur, plattenträgermaterial, plattenträgermaterial für innere ecke, plattenstützmaterial für äussere ecke und verfahren zum bauen von formen

Country Status (4)

Country Link
US (1) US20100005744A1 (de)
EP (1) EP2075391A4 (de)
JP (1) JP3905551B1 (de)
WO (1) WO2008047903A1 (de)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104295090A (zh) * 2014-08-08 2015-01-21 河南省第二建设集团有限公司 一种混凝土墙阴角模板固定工具
WO2016054849A1 (zh) * 2014-10-09 2016-04-14 深圳汇林达科技有限公司 一种散拼早拆建筑模板体系及其搭建方法

Families Citing this family (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105926938A (zh) * 2016-06-20 2016-09-07 中国建筑第二工程局有限公司 一种阳角模板加固装置及加固方法
CN111877752B (zh) * 2020-07-17 2022-06-17 北京住总第四开发建设有限公司 一种建筑模板的加固系统及其施工方法
JP6933347B1 (ja) * 2020-10-23 2021-09-08 株式会社地耐協 型枠保持具及びコンクリート型枠
CN115013397A (zh) * 2022-06-27 2022-09-06 北京怡泰盛达技术发展有限责任公司 一种膨胀锁扣
JP7365518B1 (ja) * 2023-04-11 2023-10-19 一章 清都 パネル支柱材およびこれを用いた型枠構造

Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1992000433A2 (en) * 1990-06-19 1992-01-09 Patrick Moreland Dismountable shuttering system and method of building a walled structure
JPH08209934A (ja) * 1995-02-01 1996-08-13 Nisso Giken:Kk 楔
JP2001123661A (ja) * 1999-10-22 2001-05-08 Taku Kishida コンクリート型枠の補強材の支持方法及びその支持具
JP2001279927A (ja) * 2000-03-30 2001-10-10 Daiwa House Ind Co Ltd 型枠構造

Family Cites Families (13)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US1307368A (en) * 1919-06-24 Stewart r
US1306384A (en) * 1919-06-10 Stewart r
US1311282A (en) * 1919-07-29 Planoqkaph co
US1315027A (en) * 1919-09-02 Asslcrhob to mckay cohrcbete fobm
US1300436A (en) * 1915-06-12 1919-04-15 Mckay Concrete Form Company Concrete-form.
US1299200A (en) * 1915-06-12 1919-04-01 Mckay Concrete Form Company Concrete-form.
US1958076A (en) * 1931-05-19 1934-05-08 Arthur A Vincent Concrete form construction
US1949083A (en) * 1931-10-30 1934-02-27 Roberg Otto Concrete mold construction
US2017553A (en) * 1931-11-09 1935-10-15 Arthur E Troiel Form for plastic structural work
US3452960A (en) * 1967-03-31 1969-07-01 George F Bowden Concrete wall form with load gathering and distributing members therefor
JPS5415946A (en) 1978-03-17 1979-02-06 Lord Corp Adhesive composition
JPH11229622A (ja) * 1998-02-18 1999-08-24 Ohbayashi Corp 誘発目地の形成方法及びそれに用いる目地形成用型材並びに止水板一体型堰板保持具
JP4993874B2 (ja) * 2005-05-06 2012-08-08 京セラ株式会社 シリコンインゴット用の鋳型

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
WO1992000433A2 (en) * 1990-06-19 1992-01-09 Patrick Moreland Dismountable shuttering system and method of building a walled structure
JPH08209934A (ja) * 1995-02-01 1996-08-13 Nisso Giken:Kk 楔
JP2001123661A (ja) * 1999-10-22 2001-05-08 Taku Kishida コンクリート型枠の補強材の支持方法及びその支持具
JP2001279927A (ja) * 2000-03-30 2001-10-10 Daiwa House Ind Co Ltd 型枠構造

Non-Patent Citations (1)

* Cited by examiner, † Cited by third party
Title
See also references of WO2008047903A1 *

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN104295090A (zh) * 2014-08-08 2015-01-21 河南省第二建设集团有限公司 一种混凝土墙阴角模板固定工具
WO2016054849A1 (zh) * 2014-10-09 2016-04-14 深圳汇林达科技有限公司 一种散拼早拆建筑模板体系及其搭建方法

Also Published As

Publication number Publication date
WO2008047903A1 (fr) 2008-04-24
EP2075391A4 (de) 2009-10-28
JP2008101417A (ja) 2008-05-01
US20100005744A1 (en) 2010-01-14
JP3905551B1 (ja) 2007-04-18

Similar Documents

Publication Publication Date Title
EP2075391A1 (de) Formenstruktur, plattenträgermaterial, plattenträgermaterial für innere ecke, plattenstützmaterial für äussere ecke und verfahren zum bauen von formen
JP6583348B2 (ja) 壁部材と基礎の接合構造
JP6635291B2 (ja) 隣地空無し、鉄筋コンクリート建物を成形する外断熱の透明仮枠構造
JP3272839B2 (ja) 接合用治具
TW202003976A (zh) 木構造建築物的耐力壁構造及耐力壁施工方法
KR20070027432A (ko) 철근조립체와 거푸집과 천정 판넬을 고정핀으로 고정시키는결속구
JP2008014123A (ja) 縦木部材立設金具
JP3209111U (ja) たて枠材およびスチールハウス
JP2016169565A (ja) 面内せん断耐力構造、及びその面内せん断耐力構造を備えた屋根構造、壁構造、床構造
US20210222420A1 (en) Installation and construction method of wall panel
KR200380884Y1 (ko) 데크판넬 연결용 상부런너와 벽체거푸집의 결합 구조
CN216920721U (zh) 一种适用于装配式木框架剪力墙的双肢预埋锚筋连接件
JP3787140B2 (ja) 壁体の構造
JP7510272B2 (ja) 壁構造および壁構造の施工方法
KR200317486Y1 (ko) 규격폼과 규격폼의 연결구조
CN218091459U (zh) 一种alc轻质隔墙结构
JP2948761B2 (ja) 木軸用構造体の接合法
JP2570544Y2 (ja) 木造建築物における柱設立固定構造
CN218176483U (zh) 用于安装石膏饰面板的立式框架支撑柱
JP2926219B2 (ja) 型枠及びこれを使用した型枠組立工法
JPH10338968A (ja) 木質軸組み部材用接合金具
KR200364220Y1 (ko) 거푸집용 이음판넬
JP3046731U (ja) 木造建物における木造軸組用壁フレーム
JP2001065066A (ja) 建築物の耐震補強金物
JPS6340579Y2 (de)

Legal Events

Date Code Title Description
PUAI Public reference made under article 153(3) epc to a published international application that has entered the european phase

Free format text: ORIGINAL CODE: 0009012

17P Request for examination filed

Effective date: 20090422

AK Designated contracting states

Kind code of ref document: A1

Designated state(s): AT BE BG CH CY CZ DE DK EE ES FI FR GB GR HU IE IS IT LI LT LU LV MC MT NL PL PT RO SE SI SK TR

A4 Supplementary search report drawn up and despatched

Effective date: 20090930

17Q First examination report despatched

Effective date: 20100205

GRAP Despatch of communication of intention to grant a patent

Free format text: ORIGINAL CODE: EPIDOSNIGR1

RTI1 Title (correction)

Free format text: FORMING STRUCTURE

DAX Request for extension of the european patent (deleted)
STAA Information on the status of an ep patent application or granted ep patent

Free format text: STATUS: THE APPLICATION IS DEEMED TO BE WITHDRAWN

18D Application deemed to be withdrawn

Effective date: 20110802