TWM428973U - Building structure with stay-in-place mould - Google Patents

Building structure with stay-in-place mould Download PDF

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Publication number
TWM428973U
TWM428973U TW100220365U TW100220365U TWM428973U TW M428973 U TWM428973 U TW M428973U TW 100220365 U TW100220365 U TW 100220365U TW 100220365 U TW100220365 U TW 100220365U TW M428973 U TWM428973 U TW M428973U
Authority
TW
Taiwan
Prior art keywords
panel
mesh
longitudinal
lateral
node
Prior art date
Application number
TW100220365U
Other languages
Chinese (zh)
Inventor
Yan-Qing Hong
Original Assignee
Yan-Qing Hong
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 Yan-Qing Hong filed Critical Yan-Qing Hong
Priority to TW100220365U priority Critical patent/TWM428973U/en
Publication of TWM428973U publication Critical patent/TWM428973U/en

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Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8647Walls made by casting, pouring, or tamping in situ made in permanent forms with ties going through the forms
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/04Pipes or fittings specially adapted to sewers
    • E03F3/046Open sewage channels
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B2/00Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
    • E04B2/84Walls made by casting, pouring, or tamping in situ
    • E04B2/86Walls made by casting, pouring, or tamping in situ made in permanent forms
    • E04B2/8658Walls made by casting, pouring, or tamping in situ made in permanent forms using wire netting, a lattice or the like as form leaves
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04BGENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
    • E04B5/00Floors; Floor construction with regard to insulation; Connections specially adapted therefor
    • E04B5/16Load-carrying floor structures wholly or partly cast or similarly formed in situ
    • E04B5/32Floor structures wholly cast in situ with or without form units or reinforcements
    • E04B5/36Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
    • E04B5/38Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C3/00Structural elongated elements designed for load-supporting
    • E04C3/30Columns; Pillars; Struts
    • E04C3/34Columns; Pillars; Struts of concrete other stone-like material, with or without permanent form elements, with or without internal or external reinforcement, e.g. metal coverings
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/01Reinforcing elements of metal, e.g. with non-structural coatings
    • E04C5/06Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
    • E04C5/0604Prismatic or cylindrical reinforcement cages composed of longitudinal bars and open or closed stirrup rods

Description

M428973 V. New description: [New technical field] The present invention relates to a structure for a building, in particular to a building structure free of demoulding. [Prior Art] One of the domestic building structures is made of reinforced concrete. During construction, the steel part can be pre-prepared and processed in the construction site and then transported to the site to work with heavy machinery. #刀, not only can not be pre-processed outside the field, the site can not cooperate with heavy machinery, so it requires a lot of manpower; and the reasons for the unevenness of the workers, resulting in many construction problems, such as: increase the rate of template material teardown The explosion mode, the skew of the formwork are severe, and the construction period is extended. In addition, in the civil engineering ditch project, a ditch with an inner diameter of 8 cm can be used to excavate more than twice the width of the ditch, and then the ditch wall outside the ditch, the reinforcing bar, and the two walls inside the ditch. Mould, grouting, and other concrete up to a strength, demoulding, then paving the trench cover mold, grooving cover steel, irrigation, and finally backfilling the soil dug on both sides of the ditch, such a long construction time, if the encounter Heavy rain will become a big puddle, and the passers-by will be a to the shirt, and will extend the time of completion. [New content] Therefore, the object of the present invention is to provide a building-free panel that is free of demoulding. Thus, the novel structure of the present invention includes a two-mesh body and a plurality of flexible connecting strips. 3 M428973 This panel has a lot of overflowing parts. The two mesh bodies are spaced around a grouting space, and one of the mesh bodies is fixed to the panel, and each of the mesh bodies includes a plurality of longitudinal white reinforcing reinforcing bars and a plurality of lateral reinforcing reinforcing bars arranged side by side. The longitudinal reinforcing ribs of the longitudinal reinforcing ribs form a joint at each joint of the longitudinal and transverse ribs, and at the same time, the longitudinal reinforcing ribs corresponding to the other reticular body of one of the mesh bodies are misaligned; and Each connecting strip connects the two mesh bodies in a serpentine state, and utilizes the connection of the connecting bars, so that each node and another mesh body correspond to the closest two nodes of the node, and at the same time, Each node can be fixed by at least two differently oriented connecting strips. In addition, each lateral reinforcing rib of one of the mesh bodies may be misaligned with the transverse reinforcing rib corresponding to the other mesh body, but whether or not each longitudinal reinforcing rib of one of the mesh bodies is combined with another mesh The longitudinal reinforcing ribs corresponding to the body are misaligned; or, in addition, the longitudinal reinforcing ribs corresponding to each of the longitudinal reinforcing ribs of one of the mesh bodies are misaligned with the other reticular body, and each of the mesh bodies is arranged A transverse reinforcing rib is arranged in a misalignment of the transverse reinforcing rib corresponding to the other mesh body. For different building structure uses, such as walls, etc., the demolished building structure also includes another panel to which another mesh body that is not fixed to the panel is secured. Preferably, each panel has a panel body and each overflow portion has a spill hole extending through the panel body, a suspension piece extending from the panel body away from the grouting space, and a vertical suspension from the panel The piece extends and faces the 4 M428973 mud sluice. Preferably, the panel further has a plurality of longitudinal fixing grooves formed in the panel body, and a plurality of lateral fixing portions formed on the panel body, each longitudinal fixing groove is provided with a longitudinal reinforcing rib for positioning, each The lateral fixing portion has a lateral opening, and a plurality of fixing walls respectively connecting the two opposite sides of the lateral opening, and each of the lateral fixing portions is provided for a lateral reinforcing rib to be positioned.
Preferably, two connecting strips are fixed on each node, and the two connecting strips are symmetrically fixed to the lateral reinforcing ribs. Therefore, the effect of the novel is that the panel is replaced by a panel, and the mesh body and the connecting strip are matched, so that the building structure of the mold-free mold no longer takes time to build the wood mold. The above and other technical contents, features and effects of the present invention will be apparent from the following detailed description of the preferred embodiments of the drawings.
Before the present invention is described in detail, it is to be noted that the same elements are denoted by the same reference numerals in the following. Referring to Figures 1 and 2, the first comparison of the building structure of the present invention is for a wall having a main rib 2, but in practice it is not necessary to use the strength of the wall required for the main rib. The first preferred embodiment is - double... The two spleen t兀U comprises: two panels 3 having a plurality of overflowing portions 31, two $ and a plurality of roots bendable, ^ spaced around the $1^ connecting strip and the Wei body 4 The second rib 2 is filled with the mesh body so that the main rib 2 is located in the grouting space 5. 5 A mesh body 4 is respectively fixed to a panel 3, and each mesh body 4 includes a plurality of longitudinal reinforcing ribs 41 side by side, lateral reinforcing ribs 42' along with a plurality of roots, and longitudinal reinforcing ribs 41 and lateral reinforcing ribs 42 are vertically and horizontally connected to each other to form a plurality of nodes 43 and spot weld longitudinal reinforcing ribs 41 and lateral reinforcing ribs 42 at each of the nodes 43 so that each longitudinal reinforcing rib 41 of one of the mesh bodies 4 and the other of the mesh bodies 4 The corresponding longitudinal reinforcing ribs 41 are arranged in a misaligned manner, and each of the transverse reinforcing ribs 42 of one of the mesh bodies 4 is arranged in a misalignment with the transverse reinforcing ribs 42 of the other mesh body 4. Specifically, the longitudinal reinforcing ribs 41 and the lateral reinforcing ribs 42 are steel bars having a diameter of 0.6 cm, and the interval between the longitudinal reinforcing ribs 41 of each of the mesh bodies 4 is 1 〇 cm, and the interval between the lateral reinforcing ribs 42 is also 10 cm. The female-connecting strip 6 is serpentinely connected to the two mesh bodies 4 such that each node 43 and the other mesh body 4 are connected to the two nodes 43 adjacent to the node 43, and each connecting strip 6 bypasses the node 43. It is fixed to the node 43 and at the same time, the two different running connecting strips 6 are fixed to each of the nodes 43. The running direction is wound in two different oblique directions as shown in FIG. 4, and two different running connecting strips are arranged. 6 is symmetrically fixed to the lateral reinforcing ribs 42, even if the double-panel structure is formed into a single beam-like structure. Specifically, the connecting strip 6 is a steel bar having a diameter of 0.3 cm. The panel 3 also has a panel body 32, a plurality of node openings 33, and more
The overflow hole 311 penetrating through the panel body 32 is supplied 43 at the parent node 43. Each overflow portion 31 has a suspension piece 312 extending from the panel body 32 away from the grout M428973 space 5, and a mud 313 extending perpendicularly from the suspension piece 312 to face the overflow hole 311; It is to be noted that, for the sake of simplicity and convenience of description, the number of the overflowing portions 31 provided in the drawings is merely illustrative, and in actual implementation, each region surrounded by the longitudinal reinforcing ribs 41 and the lateral reinforcing ribs 42 will be used. Sixteen overflowing portions 31 are provided therein, that is, there are sixteen overflowing portions 31 per ten square centimeters. Each longitudinal fixing groove 34 is formed by the panel body 32 recessed toward the grouting space 5, and a longitudinal reinforcing rib 41 is stretched and fixed. Each of the lateral fixing portions 35 has a lateral opening 351 and a plurality of fixing walls 352. The two ends of each of the fixing walls 352 are respectively connected to the two sides of the lateral opening 351 and are provided for extending and fixing a lateral reinforcing rib 42. Moreover, the panel 3 can be made of recycled waste steel sheets, empty cans or oil drums. Referring to Figures 3 and 4, the orientation of each of the tie bars 6 is further illustrated. Two connecting strips 6 fixed to each of the nodes 43, one of the connecting strips 6 is welded to the longitudinal reinforcing ribs 41, one of the connecting strips 6 is welded to the transverse reinforcing ribs 42, and is welded to the connecting strips 6 of the longitudinal reinforcing ribs 41, such as The cross section shown in Fig. 4 is wound back and forth between the two mesh bodies 4 in a serpentine shape; the connecting strips 6' welded to the lateral reinforcing ribs 42 are as shown in the longitudinal section of Fig. 1, in the two mesh bodies 4 The snake is twisted back and forth. Referring to Figure 5, the first preferred embodiment does not need to be produced on site, and can be pre-made on site outside the site, and then transported to the site site to be installed with the heavy mechanical crane, and then without the need to install the formwork, Grouting, and at the same time of filling, the cement sand flowing out from the overflow hole 311 (see Fig. 2) is smoothed with the W 313 as the reference surface, that is, the effect of the overall powder light is achieved. It is only necessary to wait until the concrete is grown 7 to make the cement mortar powder; in addition, all components will become part of the main structure after completion. Referring to Fig. 6 'the second preferred embodiment of the present invention is applicable to a ditch, which comprises two spaced-apart double-panel structural units 11' but the two panels 3 on the inner side are lower in height than the outer two panels 3; The embodiment further comprises a set of main ribs 2 having a U-shaped longitudinal section and a plastic sheet 7, the main rib 2 comprising two parallel vertical sections 21, and a horizontal section 22 connecting the two vertical sections 21, the two double-panel structural units 11 The vertical section 21 is disposed in the grouting space 5; the plastic cloth 7 is wrapped around the outer side panel 3 and the horizontal section 22. As with the first preferred embodiment, the second preferred embodiment can also be prefabricated outside the site, and it is worth mentioning that because the wood mold is not required during construction, and the prior art needs to be inside and outside the ditch. The support is erected, and only the support member 8 is required to abut against the two double-panel structural units u. Therefore, there is no need for a trench of 8 〇 cm wide as in the prior art, and it is necessary to dig up about twice as large as the trench body during construction. The soil trench, the second preferred embodiment, requires only about 8 to 1 cm of space. After the second preferred embodiment is placed in the soil ditch, the water is filled with sand on one side of the gap to make the fine sand solid. Referring to Fig. 7, in the second preferred embodiment, while the grouting is being carried out, the dry cement sand is sprayed to the inner two panels 3, so that the mud overflowing from the inner two panels 3 can be quickly sucked and powdered; The mud overflowing from the panel 3 naturally forms a double protective layer because the coating of the plastic cloth 7 naturally reaches the powdering effect. Further, it is also possible to select the overflow portion 31 not provided on the panels 3 on both outer sides, that is, the panels 3 on both outer sides do not have the overflow portion 31. Referring to Fig. 8, the third preferred embodiment of the present invention is applied to a floor slab M428973 including a single panel structural unit 12. The components of the single panel structural unit 12 are substantially the same as the double slab structure s η, and the difference is only: The double-panel structure unit 11 has two panels 3, and the single-panel structure unit 12 has only one panel 3, that is, wherein the mesh body 4 is not fixed to the panel 3. Further, in the practical application of the third preferred embodiment, the mesh body 4' not fixed to the panel 3 will directly serve as the mesh body 4 for the reinforcement originally used for the floor panel. The fourth preferred embodiment of the present invention is applicable to having a main rib 2
With the column of the stirrup 9, and the main rib 2 and the box rib 9 will constitute a structure with a cross-sectional side of the square; in addition, it should be noted here that in order to make the drawing simple and convenient, the object is slightly detailed. If you need to see the component structure clearly, please refer to Figure 丨. The fourth preferred embodiment comprises a single-panel structure single & 12 surrounding the main rib 2 and the stirrup 9 . Each of the single-panel structures is unattached to the mesh body 4 of the panel 3 and will be respectively fixed. On the side of the square structure composed of the main rib 2 and the stirrup 9, the width of the mesh body 4 fixed to the panel 3 is larger than the width of the mesh body not fixed to the panel 3. Similarly
'The single-panel structural unit 12 can also be applied to the beam, except for the root on the beam-column reinforcement. The difference is mainly because the beam is a three-sided structure of the longitudinal section u-shaped, and the column is a four-sided structure of the transverse section square, so the beam Only three single-panel structural units 12 are required. The preferred embodiments of the present invention are implemented in accordance with building regulations, and in the first preferred embodiment, because the longitudinal reinforcing ribs 41 of the mesh body 4 are aligned relatively closely with the lateral reinforcing ribs 42, so that the prior art wall When two or more main ribs 2 are required, after applying the first preferred embodiment, the mesh body* will bring additional strength to the field, and the amount of the main rib 2 can be reduced, without reducing the overall amount of 9 M428973. The strength 'that is, the material of the main rib 2 which is used in the prior art can be used instead of the material of the mesh body 4. In summary, the new type makes it possible to build walls, gutters, beams and slabs, and slabs, eliminating the need for wood molds used in traditional construction, and thus eliminating the need for wood molds, so compared to traditional manpower applications, It will be greatly reduced, and most of the building structures can be completed in advance outside the construction site, plus the overall need for wood-frame molding, demolition of wood molds, and waiting for concrete to be formed. The construction method will be more than the traditional completion date, so it can achieve the purpose of this new type. However, the above description is only a preferred embodiment of the present invention, and is not intended to limit the scope of the present invention, that is, the simple equivalent changes and modifications made by the novel application scope and the novel description. All remain within the scope of this new patent. BRIEF DESCRIPTION OF THE DRAWINGS FIG. 1 is a longitudinal sectional view showing a first preferred embodiment of the construction structure of the present invention; FIG. 2 is a partially enlarged view showing the panel and the first preferred embodiment. 3 is a view similar to FIG. 2; FIG. 4 is a cross-sectional view of the first preferred embodiment; FIG. 5 is a cross-sectional view of the first preferred embodiment after grouting; BRIEF DESCRIPTION OF THE DRAWINGS FIG. 7 is a longitudinal sectional view of the second preferred embodiment after grouting; FIG. 8 is a longitudinal sectional view of a third preferred embodiment of the present invention; and 10 M428973 Figure 9 is a cross-sectional view of a fourth preferred embodiment of the present invention.
11 M428973 [Description of main components] 11 Double-panel structural unit 35 Transverse fixing part 12 Single-panel structural unit 351 Transverse opening 2 Main rib 352 Fixed wall 21 Vertical section 4 Mesh body 22 Horizontal section 41 Longitudinal reinforcing rib 3 Panel 42 Lateral reinforcing rib 31 Overflow part 43 Node 311 Overflow hole 5 Grouting space 312 Suspension piece 6 Connecting strip 313 Slimming piece 7 Plastic cloth 32 Panel body 8 Supporting piece 33 Joint opening 9 Stirrup 34 Vertical fixing groove 12

Claims (1)

  1. M428973 VI. Scope of Application: 1. A building structure that is free of demoulding, comprising: a panel 'having a plurality of overflowing mud parts; two mesh bodies' spacing around the out-grouting space, such that one of the mesh bodies is fixed to the a panel, and each of the mesh bodies includes a plurality of longitudinal reinforcement ribs side by side and a lateral reinforcement ribs side by side of the plurality of roots, and each of the longitudinal reinforcement ribs and the lateral reinforcement ribs form a node at each joint of the longitudinal and transverse sides, and at the same time, Wherein, each longitudinal reinforcing rib of the mesh body is misaligned with the longitudinal reinforcing rib corresponding to the other mesh body; and a plurality of flexible connecting connecting strips each of which is connected in a serpentine state to the two meshes Body, and using the connection of the connecting strips, so that each node and another mesh body correspond to the closest two nodes of the node, and at the same time, each node material is fixed by at least = differently oriented connecting strips. 2·—A building structure that is free of demoulding, comprising: a panel having a plurality of overflowing parts; two mesh bodies spaced around a grouting space to have one of the mesh bodies fixed to the panel, and each A mesh body includes a plurality of longitudinal reinforcing ribs side by side and a lateral reinforcing ribs side by side of the plurality of roots, and each of the longitudinal reinforcing ribs and the lateral reinforcing ribs form a node at each joint of the longitudinal and transverse sides, and at the same time, one of the meshes is formed Each lateral reinforcing rib of the body is misaligned with the transverse reinforcing rib corresponding to the other mesh body; and a plurality of flexible connecting strips, each connecting strip is connected in a serpentine state to the two mesh bodies, and utilizes The connection of the connecting bars is such that each 13 M428973 node and another mesh correspond to the closest two nodes of the node, and at the same time 'allow each node to be fixed by at least two differently oriented connecting bars 〇3 The building structure of the mold release according to claim 1 or 2 further includes another panel to which another mesh body not fixed to the panel is fixed. 4. The building structure of the mold release according to claim 1 or 2, wherein each panel has a panel body, and each overflow portion has a mud hole penetrating the panel body a suspension piece extending from the panel body away from the grouting space, and a mudguard extending perpendicularly from the suspension piece and facing the overflow hole. 5. The building structure of the mold release according to claim 1 or 2, wherein the panel further has a plurality of recesses formed in the longitudinal fixing grooves of the panel body, and a plurality of the panels are formed on the panel body. Each of the longitudinal fixing portions is provided with a longitudinal reinforcing rib for positioning, each of the lateral fixing portions has a lateral opening, and a plurality of fixed walls respectively connecting the corresponding sides of the lateral opening, and each of the lateral fixing portions For a transverse reinforcing rib to stretch and position. 6. According to the building structure of the mold-free mold described in claim 1, the lateral reinforcing ribs of one of the mesh bodies are arranged in a misaligned manner with the transverse reinforcing ribs corresponding to the other mesh body. 7. The building structure of the mold release according to claim 1 or 2, wherein the two connecting strips are fixed to each node, and the two connecting strips are symmetrically fixed to the Lateral reinforcing ribs. 14
TW100220365U 2011-10-28 2011-10-28 Building structure with stay-in-place mould TWM428973U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
TW100220365U TWM428973U (en) 2011-10-28 2011-10-28 Building structure with stay-in-place mould

Applications Claiming Priority (8)

Application Number Priority Date Filing Date Title
TW100220365U TWM428973U (en) 2011-10-28 2011-10-28 Building structure with stay-in-place mould
US13/659,880 US20130104492A1 (en) 2011-10-28 2012-10-24 Structure of building that is free of formwork removal
CN2012104089462A CN103088942A (en) 2011-10-28 2012-10-24 Structure Of Building That Is Free Of Formwork Removal
SG2012079216A SG189664A1 (en) 2011-10-28 2012-10-24 Structure of building that is free of formwork removal
CN 201220547470 CN203066232U (en) 2011-10-28 2012-10-24 Building structure free of form removal
MYUI2012004749A MY168167A (en) 2011-10-28 2012-10-25 Structure of building that is free of formwork removal
HK12110670A HK1170110A2 (en) 2011-10-28 2012-10-25 Structure of building that is free of formwork removal
JP2012006525U JP3180817U (en) 2011-10-28 2012-10-26 Building structure without formwork removal

Publications (1)

Publication Number Publication Date
TWM428973U true TWM428973U (en) 2012-05-11

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Family Applications (1)

Application Number Title Priority Date Filing Date
TW100220365U TWM428973U (en) 2011-10-28 2011-10-28 Building structure with stay-in-place mould

Country Status (7)

Country Link
US (1) US20130104492A1 (en)
JP (1) JP3180817U (en)
CN (2) CN203066232U (en)
HK (1) HK1170110A2 (en)
MY (1) MY168167A (en)
SG (1) SG189664A1 (en)
TW (1) TWM428973U (en)

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EP2236686A1 (en) * 2009-04-03 2010-10-06 F.J. Aschwanden AG Reinforcing element for absorbing forces in concrete slabs in the area of supporting elements
TWM428973U (en) * 2011-10-28 2012-05-11 Yan-Qing Hong Building structure with stay-in-place mould
KR20150051434A (en) * 2013-11-04 2015-05-13 삼성물산 주식회사 RC Solid Section Column by Triangular Reinforcing Bar Details and Construction Method Thereof
CN104295002B (en) * 2014-09-17 2016-06-29 华南理工大学 Inside set height strengthening regenerative mixed steel pipe concrete Column under Axial Load and the construction technology of local restriction
CN104631706B (en) * 2015-02-16 2017-07-18 吴方伯 One kind exempts from form removal concrete column and its construction method
ITUB20153903A1 (en) * 2015-03-09 2017-03-25 Sergio Marinelli Prefabricated panel formwork, suitable for use in the construction of buildings and gardens.
CN105256947B (en) * 2015-09-24 2017-05-17 广州建筑股份有限公司 Method for constructing recycled mixed concrete beams and slabs
ITUB20169999A1 (en) * 2016-01-14 2017-07-14 Flex House Srl Disposable formwork panel for the construction of walls and disposable formwork including this panel
CN108661241B (en) * 2018-05-28 2020-05-15 山东建筑大学 Concrete column with steel plate mesh sleeved outside and manufacturing method thereof
CN111364664A (en) * 2020-04-03 2020-07-03 河南绿建建筑科技有限公司 Construction process for bottom die steel truss floor support plate without disassembly

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TWM428973U (en) * 2011-10-28 2012-05-11 Yan-Qing Hong Building structure with stay-in-place mould

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Publication number Publication date
HK1170110A2 (en) 2013-02-15
MY168167A (en) 2018-10-11
SG189664A1 (en) 2013-05-31
US20130104492A1 (en) 2013-05-02
JP3180817U (en) 2013-01-10
CN203066232U (en) 2013-07-17
CN103088942A (en) 2013-05-08

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