WO2016084996A1 - Pince pour forme et procédé de construction de paroi en béton à isolation thermique extérieure utilisant celle-ci - Google Patents

Pince pour forme et procédé de construction de paroi en béton à isolation thermique extérieure utilisant celle-ci Download PDF

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Publication number
WO2016084996A1
WO2016084996A1 PCT/KR2014/011451 KR2014011451W WO2016084996A1 WO 2016084996 A1 WO2016084996 A1 WO 2016084996A1 KR 2014011451 W KR2014011451 W KR 2014011451W WO 2016084996 A1 WO2016084996 A1 WO 2016084996A1
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WO
WIPO (PCT)
Prior art keywords
formwork
concrete
insulation
tie
bolt
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PCT/KR2014/011451
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English (en)
Korean (ko)
Inventor
김의현
이목우
Original Assignee
주식회사 한국록셀보드
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Application filed by 주식회사 한국록셀보드 filed Critical 주식회사 한국록셀보드
Priority to PCT/KR2014/011451 priority Critical patent/WO2016084996A1/fr
Publication of WO2016084996A1 publication Critical patent/WO2016084996A1/fr

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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
    • 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
    • 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

Definitions

  • the present invention relates to a form fastener and a method for constructing an outer insulation concrete wall using the same, which enhances the construction efficiency by retaining the sepabolt in the concrete wall, and effectively removes the sepabolt from the external insulation to effectively remove the thermal bridge phenomenon caused by the sepabolt.
  • the present invention relates to an improved method for constructing an outer insulation concrete wall, in which an insulation board is disposed on the outside and the insulation wall is formed to be integrated with the insulation wall.
  • aggregates such as apartments are constructed by pouring concrete into formwork and constructing walls, and the construction of such concrete walls is carried out by placing and curing concrete between the inner formwork and the outer formwork, which are held at regular intervals using binding holes. Is done.
  • heat insulation board is used in the building wall. Although it has been used, in recent years, the construction of an outer insulation concrete wall in which the insulation plate is disposed outside the concrete wall has been increased to improve the energy efficiency by using the concrete wall as a heat storage body is increasing.
  • the concrete curing thermal insulation gangform As shown in Figures 1 to 3, the concrete curing thermal insulation gangform, a plurality of form tie holes 11 perforated iron plate 10, a plurality of horizontal support 20 fixed to the upper surface of the iron plate, the horizontal support A first adhesive layer 51 formed on the upper surface of the iron plate 10 in the longitudinal direction in which the horizontal support 20 is installed, and formed in a circular shape around the corner between the upper surface of the steel plate and the form tie hole 11.
  • the second adhesive layer 52 is to be sandwiched between the horizontal support 20, the insulating board 40 is in close contact with the upper surface of the iron plate 10, and includes a plurality of vertical support 30 is installed on the horizontal support 20 It is configured by.
  • thermal insulation gangform for concrete curing the increase in cost and the increase in the construction period due to the external formwork using the external formwork made of iron plate which is arranged outside the concrete wall and supporting the insulation board
  • improvement measures were required to shorten the construction period.
  • the internal formwork and the external formwork are fixed by a long bolt-shaped fastener to be spaced apart through the form tie hole, but after fixing the concrete, the fastener is combined with concrete to remove the fastener. It is difficult to make perfect backfilling using mortar or insulation foam to remove the fasteners, and it is difficult to completely block the thermal bridges inside and outside the building walls due to the holes created by removing the fasteners. A problem occurs that causes a problem of mold occurrence due to moisture introduced from the outside and a problem of condensation due to a temperature difference between inside and outside.
  • the first adhesive layer 51 is formed on the local part of the iron plate 10, and the form tie hole 11 is formed.
  • the second adhesive layer 52 is formed in the periphery to prevent external moisture penetration and internal leakage moisture penetration, thereby resulting in the formation of the foam tie hole 11 as well as the adhesive effect of the insulation board 40.
  • the first object of the present invention is to temporarily use the heat insulating plate to the external formwork when constructing the outer heat-insulating concrete wall, or to directly use the heat insulating plate as the external formwork without using the external formwork.
  • the sepabolt installed on the concrete wall connected to the form tie installed and the form tie installed on the external insulation board are detachably connected through the connecting support. After the curing of the concrete, the sepabolt and the supporting support remain in the concrete and insulated. It is to provide an improved form fastening to remove the form tie placed on the plate.
  • the second object of the present invention is to install concrete between the insulation formwork and the internal formwork by installing the internal formwork spaced apart from the insulation formwork and the insulation formwork at predetermined intervals as an external formwork using the improved formwork binding device.
  • the insulation plate is integrally formed on the outside of the concrete wall to prevent thermal bridges that cause heat loss, and to simplify the formwork installation and separation work to provide a method for the construction of external insulation concrete walls with improved work efficiency.
  • the formwork binding mechanism according to the present invention is provided on the outside of the inner formwork, the inner form tie fastened to the cone member inside the inner formwork, the sepa is disposed between the inner formwork and the outer formwork.
  • a form fastening device having an outer form tie provided outside of a tie and an outer formwork,
  • a support connector is fastened to the other end of the sepabol bolt which is detachably fastened to one end of the cone member to support the inner surface of the insulation plate to be maintained at an interval with the internal formwork.
  • One end is detachably fastened to the support connector, and the other end is configured to have a tie bolt fastened to the outer form tie so as to be maintained at a predetermined interval with respect to the inner formwork by the heat insulating plate member. .
  • the support connector is formed in the center of the through-hole screw is formed in the center, and the reinforcing ribs formed on the outer surface with a larger diameter than the cone member in the form of plastic, after curing the concrete, and remaining in the concrete with the sepabolt.
  • Insulating plate material that can be temporarily fixed to the external formwork or directly used as an external formwork has an inorganic calcium carbonate-based foamed plate body bonded to a dissimilar material such as concrete and having an impact resistance required as a building wall.
  • Step S1 Laying out the reinforcing bars and arranging the inner formwork at predetermined intervals therefrom, and placing the vertical horns as vertical support members on the outer side of the inner formwork, placing the horizontal support members on the outer side, and then installing the inner formwork by fastening the form tie.
  • the tie bolt is connected to the other end of the Sepha bolt and the insulation board is installed so that the tie bolt penetrates.
  • the vertical angle member is disposed as the vertical support member on the outer surface of the insulation board and the horizontal support member is disposed on the outside. Insulation plate installation step (S4) to install the form tie to the tie bolt detachably,
  • step (S3) After installing the sepabolt in the step (S3), and before installing the insulating plate in step (4), fastening with the end of the sepabolt at one side of the through-hole formed with a screw to maintain the gap between the insulating plate and the inner formwork On the other side, the tie bolt is detachably fastened and screwed, and a connection support formed in the shape of a disc supporting the inner surface of the insulating plate is installed.
  • the sepabolt and the connecting support remain in the cured concrete, while removing the tie bolts that penetrate the insulation board and then filling the insulation.
  • the formwork binding sphere according to the present invention is used to fasten a heat insulating plate material to a separate external formwork by fastening a support connector to the other end of the sepabol bolt which is detachably fastened to a cone member installed on the inner formwork or insulated without an external formwork.
  • the board is supported to be stably maintained at regular intervals with the internal formwork so that it can be used directly as an external formwork, and the sepabolt and the support connector remain in the cured concrete so that subsequent thermal insulation work is not required as in the prior art. There is an effect that can be more easily performed wall forming work.
  • a method for constructing an outer heat-insulating concrete wall may include: connecting the cone member and the sepabolt installed inside the inner formwork, and connecting the support member formed in the form of a disk coupled to the sepabolt.
  • the inorganic calcium carbonate-based foam platelets are used as the external formwork, it is combined with the concrete as an inorganic material with a very high strength and has an advantage of excellent thermal insulation effect, as well as broadening the use range of the exterior finishing material.
  • the cephabolt and the connecting support can be left in the concrete wall to facilitate the dismantling of the form, while removing the tie bolts that penetrate the insulation board and filling the insulation therein to effectively prevent the thermal bridge phenomenon. It can prevent, and the insulation effect is improved.
  • 1 is a cross-sectional view of the construction by the prior art concrete curing thermal insulation foam.
  • Figure 2 is a schematic front view of the insulating board is installed in the insulating gangform of Figure 1;
  • FIG. 3 is a cross-sectional view illustrating a first and second adhesive layer formation in FIG. 1.
  • Figure 4 is an exploded perspective view of the formwork binding sphere according to the invention used in the formwork.
  • Figure 5 is a cross-sectional view showing the step of installing the internal formwork in the formwork for forming a heat-insulating concrete wall using the formwork fastener of FIG.
  • FIG. 6 is a cross-sectional view illustrating a state in which a sepabolt and a connecting support for installing a heat insulating plate that may be used as an outer formwork or fixed to an outer formwork are used in the cone member of the inner formwork in FIG. 5;
  • FIG. 6 is a cross-sectional view illustrating a state in which a sepabolt and a connecting support for installing a heat insulating plate that may be used as an outer formwork or fixed to an outer formwork are used in the cone member of the inner formwork in FIG. 5;
  • FIG. 7 is a cross-sectional view showing a state in which a heat insulation plate is installed as an external formwork following FIG. 6; FIG.
  • FIG. 8 is a cross-sectional view of a state in which the concrete is placed between the inner formwork and the insulating plate as the outer formwork and the formwork is dismantled after curing.
  • the formwork binding device according to the present invention is provided on the outside of the inner formwork is fastened to the inner formwork fastening the inner member of the inner formwork, the sepatie disposed between the inner formwork and the outer formwork and the outer formtie provided on the outside of the outer formwork.
  • the support connector is fastened to the other end of the sepabol bolt which is detachably fastened to the cone member to support the inner surface of the heat insulating plate to be maintained at a predetermined interval from the inner form, one end of the A tie bolt detachably fastened to the support connector and the other end is fastened to the outer form tie is disposed to penetrate through the heat insulating plate to maintain the heat insulating plate at a predetermined interval with respect to the internal formwork.
  • External insulation concrete wall construction method reinforcing the reinforcing bar and arrange the inner formwork at a predetermined interval therefrom, the vertical angular member as a vertical support member outside the inner formwork and the horizontal support member is disposed outside And then installing the inner formwork by fastening the form tie (S1), and installing the cone member inside the inner formwork, and installing the cone member and the form tie (S2), one end of the Sepha bolt on the cone member.
  • Step (S3) to install the sepabol by tightening the part the tie bolt is connected to the other end of the sepabol bolt and the insulation board is installed so that the tie bolt penetrates, the vertical angle member as a vertical support member on the outer surface of the insulation board material Arranging and arranging the horizontal support member on the outside thereof, and then installing the insulating form member to be detachably fastened with the tie bolt (S4), and the insulating plate member Placing and curing concrete between the inner formwork, and then removing and removing the tie bolts for the outer formtie and the inner formtie, and dismantle the vertical shell and horizontal support members installed outside the inner formwork and insulation plate (S5) It is configured to include.
  • the formwork binding sphere according to the present invention is a cone member 111 provided on the inner side of the inner formwork 100, the inner form tie 110 which is fastened to the cone member outside the inner formwork, Sepha bolt 130, which is provided between the insulating plate 120 and the inner formwork 100, which may function as an external formwork, and one end is screwed to the cone member 111, the screw on the other end of the Sepha bolt Is coupled to the support connector 140 for supporting the inner surface of the insulating plate so that the gap between the inner formwork 100 is maintained at a predetermined concrete forming thickness, the support connector and one end is detachably screwed and provided as an external formwork
  • a tie bolt 150 disposed through the insulating plate may be formed, and an outer form tie 160 screwed to the other end of the tie bolt.
  • the support connector 140 is made of a plastic material and is expanded in the shape of a disc having a larger diameter than the cone member, so that reinforcing ribs 141 are formed on the outer surface thereof, and a screw is formed directly in a central through hole or a nut is provided to the through connector.
  • One side of the hole is screwed with the Sepha bolt, while the other side is detachably fastened with the tie bolt 150 disposed through the insulating plate.
  • the support connector 140 is formed in the center of the through-hole is formed with a screw is formed in the diameter of the disk is expanded, it is installed at a position spaced apart by a predetermined distance to the concrete in the interior formwork 100 by the Sepha bolt Fasten the tie bolt at one side of the through hole of the support connector, install the heat insulating plate, and fasten the tie bolt with the form tie to support the heat insulating plate, which may function as an external formwork, from the inner side.
  • the support connector in the form of a disc is supported on the inner side of the heat insulating plate opposite to the form tie so that the heat insulating plate is not damaged. do.
  • the sepabolt and the support connector are left after the curing by pouring concrete, while the insulation is usable as a form tie and an external formwork installed in the cone member and the internal formwork embedded in the inner bolt of the tie bolt 150 and concrete.
  • the form tie installed outside the plate is removed.
  • Insulating plate material which can be used as an external formwork in the present invention has an inorganic calcium carbonate-based foam plate having excellent bonding strength with a dissimilar material such as concrete and having an impact resistance required as a building wall, the insulating plate of the inorganic foam plate-like As the furnace, "Roxel board” sold by the present applicant or "Roxel composite insulation board” in which the above-described inorganic foam platelets are attached to both sides of a conventional synthetic resin foam can be used.
  • the Roxel board is an inorganic calcium carbonate-based foam plate having a discontinuous independent cell having excellent mechanical strength and bonding property with a dissimilar material on the outer surface of the foamed resin plate, and the Roxel composite insulation board is formed of the above-described inorganic on both sides of the insulating foam.
  • Calcium carbonate-based foam plate is laminated, the above-described Loxel board is excellent in bonding with the concrete and mechanical strength can be used as an external formwork. Details of the Roxel composite insulation sheet are disclosed in Korean Patent No. 10-1211383, registered on December 6, 2012.
  • Loxel board or Loxel composite insulation board has excellent mechanical properties such as heat insulation, moisture resistance, moisture permeability, compressive strength and bending strength, tensile strength, light weight, nonflammability, and excellent bonding property with different materials. It is easy to cut in the field, process surface irregularities, or bend the surface to fit the curved interior and exterior walls, and paste the plaster of mortar board, design board or wallpaper, apply mortar, and mortar. Inner or outer wall finishing works such as one tile, marble mortar or epoxy adhesives can be performed directly on insulated composites without the use of anchor bolts, or can be applied simultaneously as formwork and finishing insulations when casting concrete. Therefore, it has excellent workability.
  • a vertical support member 170 and a horizontal support member 180 which are typically provided to support the formwork, are disposed.
  • the vertical support member 170 may be used as a angular material formed at a predetermined interval
  • the horizontal support member 180 may be formed as two rod members, as shown in the figure, the transverse direction outside the vertical support member Connecting the rod members arranged in the clamp and the form ties 160 are provided, so that the horizontal support member is firmly held at regular intervals to pour the concrete and the heat insulating plate to form the horizontal support member.
  • External insulation concrete wall construction method reinforcing the reinforcement of the reinforcing bar from the predetermined interval therebetween to install the inner formwork and to install a cone member on the inside, to install the inner formwork to install the cone member and form tie
  • step S1 see FIG. 5
  • the tie bolt is connected to the other end of the sepabol bolt and the insulation plate is installed as an external formwork so that the tie bolt penetrates, and the vertical angle member is disposed on the outer side of the insulation plate as a vertical support member and the horizontal support member is disposed on the outside thereof. And then install the outer form ties detachably fastening with tie bolts to install the insulation plate step (S3) (see Figure 7),
  • the step of installing the inner formwork (S1) includes arranging the vertical angle member as a vertical support member on the outer side of the inner formwork, and placing the horizontal support member on the outer side, and then fastening the form tie.
  • the disc-shaped connecting support is fastened to the free end of the Sepabolt at a predetermined interval for placing concrete from the internal formwork, and the tie is opposite to the connecting support. Tighten the bolt detachably.
  • the heat insulating plate When installing the heat insulating plate as the inner formwork in the step (3), it is arranged to arrange the vertical angular member as a vertical support member on the outside of the heat insulating plate, and to arrange the horizontal support member on the outside thereof, and then detachably fasten the form tie to the tie bolts. Include.
  • the insulation plate is installed so that the tie bolts are penetrated.
  • the outer end of the tie bolt penetrating the insulation board is separably fastened to the outer form ties, and the insulation board as the outer panel is tightened by tightening the outer form ties so as to support the disc-shaped connecting support.
  • the heat insulating plate may be formed of an inorganic foamed plate having excellent adhesion to other materials and mechanical strength.
  • a "Roxel board” or “Roxel composite insulation board” sold by the present applicant may be used. .
  • step (S4) by installing a vertical support member on the outside of the heat insulating plate as an external formwork, and by installing a form tie on the outside thereof to tighten the tie bolts to maintain a predetermined distance from the internal formwork.
  • step (5) of disassembling the inner formwork while separating and removing the external form tie, the tie bolt disposed in the insulation plate material is removed and removed from the connecting support, while the sepabolt and the connecting support inside the concrete remain, Fill the insulation plate with holes where bolts are removed.
  • the sepabolt is installed between the inner formwork and the heat insulating plate as the outer formwork, the other end of the sepabolt coupled to the other end of the cone member installed in the inner formwork to form a disc-shaped connection
  • the connecting support is fastened with tie bolts to place the heat insulating plate, and then fastened with an external form tie
  • the connecting support supports the heat insulating plate as an external formwork to be stably maintained without being damaged.
  • the sepabolt and the connecting support which are disposed in the concrete remain, but are formed on the heat insulating plate by removing the tie bolts.
  • the thermal bridge phenomenon through the conventional Sepha bolt is prevented by filling the insulating filler in the hole.
  • the insulating filler may be a heat insulating foam or a heat insulating silicone material.
  • the insulation plate as an external formwork without using a separate external formwork, it is integrated with the concrete placed and cured between the internal formwork and the insulation plate, and the inner concrete wall is used as a heat storage material, so that the heat insulation is excellent. Walls can be formed, reducing the cost of formwork and shortening the air.
  • Formwork binding device of the present invention and the method of constructing the external insulation concrete wall using the same can be used instead of the external formwork, as well as the external insulation wall construction using a relatively thick insulation plate can be effectively given a very high insulation can do.

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Mechanical Engineering (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Building Environments (AREA)
  • Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)

Abstract

Une pince pour une forme de la présente invention comporte un connecteur de support couplé à une partie d'extrémité d'un boulon entretoise dont l'autre partie d'extrémité est couplée de façon détachable à un élément conique installé dans une forme interne, de manière à permettre l'utilisation d'une plaque d'isolation thermique en fixant temporairement celle-ci à une forme externe séparée, ou permettre qu'une plaque d'isolation thermique soit directement utilisée en tant que forme externe sans une forme externe, et étant donné que le boulon entretoise et le connecteur de support restent dans le béton durci, un traitement d'isolation thermique ultérieur comme dans les procédés conventionnels devient inutile, de manière à permettre la conduite plus simple de formation d'une paroi d'isolation thermique extérieure, et étant donné qu'une plaque d'isolation thermique relativement très épaisse est intégralement combinée au béton sur l'extérieur, non seulement un phénomène de pont thermique est efficacement évité mais également, un effet d'isolation thermique est nettement amélioré.
PCT/KR2014/011451 2014-11-27 2014-11-27 Pince pour forme et procédé de construction de paroi en béton à isolation thermique extérieure utilisant celle-ci WO2016084996A1 (fr)

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Application Number Priority Date Filing Date Title
PCT/KR2014/011451 WO2016084996A1 (fr) 2014-11-27 2014-11-27 Pince pour forme et procédé de construction de paroi en béton à isolation thermique extérieure utilisant celle-ci

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PCT/KR2014/011451 WO2016084996A1 (fr) 2014-11-27 2014-11-27 Pince pour forme et procédé de construction de paroi en béton à isolation thermique extérieure utilisant celle-ci

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Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108316547A (zh) * 2018-03-27 2018-07-24 长春工程学院 组合式复合保温墙板
CN109826239A (zh) * 2019-03-14 2019-05-31 中兴文物建筑装饰工程有限公司 一种地下室外墙后浇带结构及其施工方法
CN110118014A (zh) * 2019-05-09 2019-08-13 广西建工集团第五建筑工程有限责任公司 一种免外脚手架的外墙模板体系及其施工方法
CN113789872A (zh) * 2021-10-09 2021-12-14 山东国创节能科技股份有限公司 一种简便式保温结构墙板、墙体结构及墙体制造方法
CN114961240A (zh) * 2022-07-29 2022-08-30 河北省第二建筑工程有限公司 一种异形高低跨底板施工模板和施工方法

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002030739A (ja) * 2000-07-14 2002-01-31 Hiro Corporation:Kk 外断熱用パネル部材
KR20070029137A (ko) * 2004-03-15 2007-03-13 신니혼켄세츠 가부시키가이샤 형틀 겸용 단열 패널 및 외단열 구조
JP2007071012A (ja) * 2005-08-11 2007-03-22 Dow Kakoh Kk 壁構造体及びその施工方法
JP2009263878A (ja) * 2008-04-22 2009-11-12 Iwakura Kagaku Kogyo Kk 型枠間隔保持用セパレータ、フォームタイ及び型枠間隔保持構造
KR20100075794A (ko) * 2010-06-01 2010-07-05 최재주 거푸집 판넬의 간격조절장치

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002030739A (ja) * 2000-07-14 2002-01-31 Hiro Corporation:Kk 外断熱用パネル部材
KR20070029137A (ko) * 2004-03-15 2007-03-13 신니혼켄세츠 가부시키가이샤 형틀 겸용 단열 패널 및 외단열 구조
JP2007071012A (ja) * 2005-08-11 2007-03-22 Dow Kakoh Kk 壁構造体及びその施工方法
JP2009263878A (ja) * 2008-04-22 2009-11-12 Iwakura Kagaku Kogyo Kk 型枠間隔保持用セパレータ、フォームタイ及び型枠間隔保持構造
KR20100075794A (ko) * 2010-06-01 2010-07-05 최재주 거푸집 판넬의 간격조절장치

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108316547A (zh) * 2018-03-27 2018-07-24 长春工程学院 组合式复合保温墙板
CN109826239A (zh) * 2019-03-14 2019-05-31 中兴文物建筑装饰工程有限公司 一种地下室外墙后浇带结构及其施工方法
CN109826239B (zh) * 2019-03-14 2024-02-06 中兴文物建筑装饰工程有限公司 一种地下室外墙后浇带结构及其施工方法
CN110118014A (zh) * 2019-05-09 2019-08-13 广西建工集团第五建筑工程有限责任公司 一种免外脚手架的外墙模板体系及其施工方法
CN110118014B (zh) * 2019-05-09 2024-01-02 广西建工集团第五建筑工程有限责任公司 一种免外脚手架的外墙模板体系及其施工方法
CN113789872A (zh) * 2021-10-09 2021-12-14 山东国创节能科技股份有限公司 一种简便式保温结构墙板、墙体结构及墙体制造方法
CN114961240A (zh) * 2022-07-29 2022-08-30 河北省第二建筑工程有限公司 一种异形高低跨底板施工模板和施工方法
CN114961240B (zh) * 2022-07-29 2022-10-28 河北省第二建筑工程有限公司 一种异形高低跨底板施工模板和施工方法

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