CN104583505A - Joints between precast concrete elements - Google Patents
Joints between precast concrete elements Download PDFInfo
- Publication number
- CN104583505A CN104583505A CN201380041619.0A CN201380041619A CN104583505A CN 104583505 A CN104583505 A CN 104583505A CN 201380041619 A CN201380041619 A CN 201380041619A CN 104583505 A CN104583505 A CN 104583505A
- Authority
- CN
- China
- Prior art keywords
- rod
- integrated structure
- bolt
- precast concrete
- concrete elements
- 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.)
- Pending
Links
- 239000011178 precast concrete Substances 0.000 title claims abstract description 10
- 239000004567 concrete Substances 0.000 claims abstract description 11
- 230000002708 enhancing effect Effects 0.000 description 7
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 238000010276 construction Methods 0.000 description 5
- 238000000034 method Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 229910000975 Carbon steel Inorganic materials 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 239000010962 carbon steel Substances 0.000 description 1
- 230000006835 compression Effects 0.000 description 1
- 238000007906 compression Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000003384 imaging method Methods 0.000 description 1
- 238000002955 isolation Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/41—Connecting devices specially adapted for embedding in concrete or masonry
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/023—Separate connecting devices for prefabricated floor-slabs
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
- E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
- E01C11/14—Dowel assembly ; Design or construction of reinforcements in the area of joints
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
- E04B1/043—Connections specially adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
- E04B1/48—Dowels, i.e. members adapted to penetrate the surfaces of two parts and to take the shear stresses
- E04B1/483—Shear dowels to be embedded in concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/10—Load-carrying floor structures formed substantially of prefabricated units with metal beams or girders, e.g. with steel lattice girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
- E04B5/19—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members the filling members acting as self-supporting permanent forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/17—Floor structures partly formed in situ
- E04B5/18—Floor structures partly formed in situ with stiffening ribs or other beam-like formations wholly cast between filling members
- E04B5/21—Cross-ribbed floors
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/06—Reinforcing elements of metal, e.g. with non-structural coatings of high bending resistance, i.e. of essentially three-dimensional extent, e.g. lattice girders
- E04C5/0645—Shear reinforcements, e.g. shearheads for floor slabs
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Joining Of Building Structures In Genera (AREA)
- Reinforcement Elements For Buildings (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
Joints between precast concrete elements A joint between two adjacent faces (14) of concrete elements is formed by overlapping headed bar (16) with transverse studs (22) between the bars.
Description
The present invention relates in the process producing integrated structure between precast concrete element and use multiple grappling enhancing rod having head.
Have head be out of shape rod be at one end or two ends place be attached with the enhancing rod of the distortion of head, carbon steel such as with ribbing strengthens rod.Smooth enhancing rod is also that headed uses.The enhancing rod being all attached with head in this manual at two ends is described to double end post bolt, and no matter whether shank is in order to obtain better grappling but distortion.
By M.Keith Thompson, Antonio Ledesma, James O.Jirsa and John E.Breen the 103rd volume in March, 2006 of ACI's structure magazine (ACI Structural Journal) and April the 2nd interim disclosed title be describe in " by there being a bridge piece for rod grappling (Lap Splices Anchored by Headed Bars) " technical papers to use by there being a bridge piece of rod grappling to come to produce combination between prefabricated elements.This is mainly for they uses in bridge construction.This paper describes the mechanical characteristic of such integrated structure.The more detailed report made by identical author from May, 2002 is delivered by the Transportation Research Center of Texas university Austin as report 1855-3.These documents are referred to herein as Texas paper.The typical integrated structure width considered in those references is 10 inches (0.254m).
A rod is had also to be used to the enhancing of straight slab, especially for the high partial cut stress of reply pillar head.RFA-Tech
system proposes to adopt the double end shear column bolt be welded on carrier/isolation track.The track of these bolster stake bolts is designed imaging ray and is equally placed in the slab of pillar to provide shearing resistance to strengthen.Be positioned vertically in slab around the axis being parallel of these post bolts and this pillar.Halfen and the Max Frank of Germany provides other patent systems for using around pillar head.
Special concern of the present invention needs straight slab to construct to create these problems of framework limiting multiple floor when constructing floor in large-sized multiple layer structure.These floors can be assembled by multiple precast concrete slab.Combination between these slabs and other structural members (concrete post, beam, wall as used with various configuration) must be firm in structure.Also wish to make to minimize the use of strong concrete in the processes forming these combinations.
The invention provides a kind of longitudinal integrated structure between two precast concrete elements, these precast concrete elements have separately have the adjacent surface of element to be combined to stretch out from these multiplely have a rod; These elements be positioned such that they separately have a rod to be staggered and overlap but do not contact with each other; And multiple have headpin bolt to be oriented to the length transverse to this integrated structure and have a rod transverse to these and have at these between rod, and these rods and post bolt are closed in concrete.Preferably adopt below in conjunction with structure, wherein multiple have a rod to interlock with the overlap joint combination described in these Texas papers, also add the track of bolster stake bolt, this track is supported on having on a rod of these overlaps along the length of this integrated structure and is suspended between these rods by multiple double end post bolt.When such enhancing structure is embedded in strong concrete, the firm structural combination of relative small size can be constructed.In the meaning analyzed, theoretical according to common post bolt and tie-rod, the transmission of power can be considered to a series of compression post bolt and tensioning tie-rod, enhances by the constraint effect of these intermediolateral column bolts on their bearing track the intensity that these compress post bolts.
When require to be formed above girder steel element in conjunction with, to have in these overlaps the post bolt providing intersection between a rod in the top flange that multiple single head post bolt can be welded in advance this beam.
Use the integrated structure of this form, these precast construction elements of this system can be manufactured into large element.Typically will light weight concrete construction be used to produce these elements to alleviate their weight and to make carrying and transportation logistics become easy.
Between the adjacent slab elements of this system, between beam and slab elements, between wall and slab elements and other similar situations combination require by another element of element temporary support.This typically by with bolt on the top of an element and to be provided by the multiple interim channel-section steel that cantilever action places on adjacent elements.
In order to make the present invention be understood well, now with reference to accompanying drawing, multiple embodiment being adjacent to integrated structure between thickness of slab plate is described, in the drawings:
Fig. 1 shows the phantom drawing of the floor embodiment that the local structure that employs integrated structure of the present invention goes out;
Fig. 2 shows the phantom drawing for constructing the multiple adjacent thick plates with humidification according to integrated structure of the present invention in position;
Fig. 3 shows the view of above-mentioned integrated structure; And
Fig. 4 shows the phantom drawing of the alternate embodiment on the floor that the local structure that employs integrated structure of the present invention goes out.
Floor in sandwich construction is assembled by multiple prefabricated lightweight concrete (LWC) slab 10.These slabs 10 are supported by multiple concrete beam 26 and pillar 28, and before constructing integrated structure between these beam and slabs and between adjacent slab, these elements are supported by multiple channel-section steel 30.
Integrated structure 12 constructs as shown in Figures 2 and 3.Each edge surface 14 of beam or slab 10 have stretch out from it a series ofly have a rod 16.In this example, these rods are illustrated in the layer that two vertical spacings open.Reinforcement by prefabricated in these slabs to make these slabs to lay to edge-to-edge, make a slab have a rod and an adjacent thick plates those have a rod to be staggered and overlapping and these rods do not contact with each other or collide with one another.These beams and the edge surface of slab have and are in the similar of same intervals and have a rod array, thus make it possible to the combination constructing same form between all these elements.
Length along this integrated structure lays two longitudinal rods 18, and the track 20 supporting a series of double end post bolt 22 places and uppermostly to have on a rod at these.These post bolts separate along this interorbital, thus make these post bolts to be positioned at these with being centered to have between a rod.These double end post bolts 22 are suspended on track 20 vertically.
In this embodiment, this track comprises two bars, and the head 24 of these double end post bolts is soldered on these bars.These double end post bolts 22 to be held in place with required interval at this and not to be formed the structural moiety of this integrated structure by this track.This track can be relative lightweight.The head of the foot of these double end post bolts is positioned within this integrated structure.
Below this integrated structure, provide template, thus make it possible to concrete to pour in gap to surround this reinforcement and by the height of the surfaced lift of this integrated structure to the abutment surface of these prefabricated slabs.Once complete combination, just remove these channel-section steels 30.
It is contemplated that use when there is the enhancing rod of 16mm to 25mm representative diameter, can by the lap length of 100mm adopt typical 200mm in conjunction with width.
In the diagram, steel framework 4 is made up of multiple girder steels 6 of the circumference limiting floor and at least one horizontal beam 8 in this circumference.This framework 4 is for supporting multiple light weight concrete construction (LWC) slab 10, and these slabs to be laid on framework 4 and to be connected on this framework.So define these integrated structures like that as described previously.
When integrated structure is positioned on beam 6, these can be replaced with a series of single head post bolts be welded on the top of this beam by the double end post bolt of rail supported.These single head post bolts serve the same role at this integrated structure.
Claims (6)
1. the longitudinal integrated structure between two precast concrete elements, described precast concrete element has separately from what have the adjacent surface of described element to be combined to stretch out and multiplely has a rod; Described element is positioned such that to have described in they separately a rod to be staggered and overlap but do not contact with each other; And several have headpin bolt be oriented to the length transverse to described integrated structure and have a rod transverse to described and have between a rod described, and described rod and described post bolt are closed in concrete.
2. integrated structure as claimed in claim 1, is characterized in that, described in have headpin bolt to be the double end post bolt be supported on track, described track places to be had on a rod described in these overlaps.
3. integrated structure as claimed in claim 1, is characterized in that, described in have headpin bolt to be soldered to below described integrated structure beam on.
4. integrated structure as claimed in claim 1, is characterized in that, each element edge has and double has a rod.
5. integrated structure as claimed in claim 1, it is characterized in that, at least one longitudinal rod is located along the length of described integrated structure.
6. the integrated structure between two precast concrete elements substantially as described with reference to the accompanying drawings at this.
Applications Claiming Priority (3)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| GB1214123.0A GB2504720B (en) | 2012-08-07 | 2012-08-07 | Joints between precast concrete elements |
| GB1214123.0 | 2012-08-07 | ||
| PCT/GB2013/052094 WO2014023948A1 (en) | 2012-08-07 | 2013-08-06 | Joints between precast concrete elements |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104583505A true CN104583505A (en) | 2015-04-29 |
Family
ID=46935067
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201380041619.0A Pending CN104583505A (en) | 2012-08-07 | 2013-08-06 | Joints between precast concrete elements |
Country Status (10)
| Country | Link |
|---|---|
| US (1) | US20140041328A1 (en) |
| EP (1) | EP2882905B1 (en) |
| JP (1) | JP2015528534A (en) |
| KR (1) | KR20150040297A (en) |
| CN (1) | CN104583505A (en) |
| AU (1) | AU2013301332B2 (en) |
| CA (1) | CA2880440A1 (en) |
| GB (1) | GB2504720B (en) |
| IL (1) | IL237088A0 (en) |
| WO (1) | WO2014023948A1 (en) |
Families Citing this family (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20150068138A1 (en) * | 2013-09-11 | 2015-03-12 | Aditazz, Inc. | Concrete deck for an integrated building system assembly platform |
| US9388562B2 (en) * | 2014-05-29 | 2016-07-12 | Rocky Mountain Prestress, LLC | Building system using modular precast concrete components |
| TWI659143B (en) * | 2017-09-07 | 2019-05-11 | Ruentex Engineering & Construction Co., Ltd. | Method of laying out abnormal-shaped grid decks |
| US10895071B2 (en) | 2017-12-29 | 2021-01-19 | Envision Integrated Building Technologies Inc. | Structural frame for a building and method of constructing the same |
| US20220268018A1 (en) * | 2019-08-13 | 2022-08-25 | LWC Research Pty Ltd | Prefabricated floor panel, construction and method therefor |
| EP3816360A1 (en) * | 2019-10-30 | 2021-05-05 | Ecole Polytechnique Federale De Lausanne (EPFL) EPFL-TTO | Load bearing device |
| CN112031232A (en) * | 2020-09-30 | 2020-12-04 | 江苏建筑职业技术学院 | Connecting piece of assembled floor slab and using method |
| US20230094441A1 (en) * | 2021-09-30 | 2023-03-30 | Rustin J Russo | Building system |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2247687Y (en) * | 1996-01-16 | 1997-02-19 | 韩鑫森 | Antiseismic prefabricated slab for building |
| JP2005083072A (en) * | 2003-09-09 | 2005-03-31 | Advance:Kk | Joint structure and joint construction method for precast concrete slab |
| US20090188201A1 (en) * | 2008-01-28 | 2009-07-30 | Amin Ghali | Stud Support System for Structural Concrete |
| CN101861438A (en) * | 2007-08-21 | 2010-10-13 | 李完永 | Structure constructed using precast members and method of constructing the same |
Family Cites Families (24)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US1624802A (en) * | 1924-09-22 | 1927-04-12 | Rebell Fred | Concrete reenforcing bond and connecter |
| US2150982A (en) * | 1936-06-26 | 1939-03-21 | Sheffield Steel Corp | Expansion and contraction joint |
| US2319049A (en) * | 1940-02-20 | 1943-05-11 | Albert C Fischer | Load transfer joint apparatus |
| US2466106A (en) * | 1944-03-02 | 1949-04-05 | Hoge Edward Clyde | Preformed slab structures |
| US2508443A (en) * | 1946-08-20 | 1950-05-23 | John E Carter | Sealed joint for concrete slab road pavements |
| US3295286A (en) * | 1961-05-31 | 1967-01-03 | Owens Illinois Inc | Cementitious slab with bolt means |
| CH598433A5 (en) * | 1976-07-28 | 1978-04-28 | Camazet Ag | |
| US4648739A (en) * | 1985-03-20 | 1987-03-10 | Thomsen Bernard D | Load transfer cell assembly for concrete pavement transverse joints |
| US4781006A (en) * | 1986-11-10 | 1988-11-01 | Haynes Harvey H | Bolted chord bar connector for concrete construction |
| CH676615A5 (en) * | 1988-04-22 | 1991-02-15 | Bau Box Ewiag | |
| FR2698111B1 (en) * | 1992-11-18 | 1995-02-03 | Razel Freres Entr | Method of constructing a bridge deck comprising a concrete slab supported by longitudinal metal beams. |
| JPH07247632A (en) * | 1994-01-19 | 1995-09-26 | Taisei Corp | Prestressed, precast concrete beam, and joined structure of same with column |
| DE4412598A1 (en) * | 1994-04-13 | 1995-10-19 | Zellner Wilhelm | Dowel bar for shear reinforcement |
| CA2165848C (en) * | 1995-12-21 | 1999-03-30 | Amin Ghali | Stud-trough reinforcing system for structural concrete |
| US6293063B2 (en) * | 1997-06-30 | 2001-09-25 | David A. Van Doren | Cast-in-place hybrid building system |
| DE10350384A1 (en) * | 2002-10-28 | 2004-05-13 | Sprungala, Hubert, Dr.-Ing. | Ceiling element bears by end section on beam of support construction, and ceiling element and beam form composite girder, and ceiling element has cavities extending at right angles to longitudinal extent of beam |
| US7134805B2 (en) * | 2004-04-01 | 2006-11-14 | Kwik Slab, Llc | Precast concrete slab system and method therefor |
| US7632037B2 (en) * | 2004-08-05 | 2009-12-15 | Construction Materials, Inc. | Dowel apparatus and method |
| WO2006018253A1 (en) * | 2004-08-13 | 2006-02-23 | Bam Ag | Steel-concrete hollow bodied slab or ceiling |
| US20060179730A1 (en) * | 2005-02-01 | 2006-08-17 | Ben C. Gerwick, Inc. | Wall structural member and method for constructing a wall structure |
| DK1877632T3 (en) * | 2005-05-02 | 2012-01-23 | Svecon Steel Ab | Process for manufacturing a steel and concrete floor structure |
| ES2351951T3 (en) * | 2009-03-12 | 2011-02-14 | Gerhard Krummel | DEVICE FOR THE COUPLING OF PREFABRICATED CONCRETE PARTS. |
| WO2011030178A1 (en) * | 2009-09-08 | 2011-03-17 | Gutzwiller Holding Ag | Reinforcing element for recessed parts in concrete structures |
| CN201771074U (en) * | 2010-03-29 | 2011-03-23 | 曙光控股集团有限公司 | Ribbed reinforced concrete prefabricated component board |
-
2012
- 2012-08-07 GB GB1214123.0A patent/GB2504720B/en active Active
-
2013
- 2013-08-06 JP JP2015525940A patent/JP2015528534A/en active Pending
- 2013-08-06 CN CN201380041619.0A patent/CN104583505A/en active Pending
- 2013-08-06 CA CA2880440A patent/CA2880440A1/en not_active Abandoned
- 2013-08-06 US US13/960,166 patent/US20140041328A1/en not_active Abandoned
- 2013-08-06 WO PCT/GB2013/052094 patent/WO2014023948A1/en active Application Filing
- 2013-08-06 EP EP13750098.9A patent/EP2882905B1/en active Active
- 2013-08-06 KR KR20157003796A patent/KR20150040297A/en not_active Application Discontinuation
- 2013-08-06 AU AU2013301332A patent/AU2013301332B2/en active Active
-
2015
- 2015-02-04 IL IL237088A patent/IL237088A0/en unknown
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2247687Y (en) * | 1996-01-16 | 1997-02-19 | 韩鑫森 | Antiseismic prefabricated slab for building |
| JP2005083072A (en) * | 2003-09-09 | 2005-03-31 | Advance:Kk | Joint structure and joint construction method for precast concrete slab |
| CN101861438A (en) * | 2007-08-21 | 2010-10-13 | 李完永 | Structure constructed using precast members and method of constructing the same |
| US20090188201A1 (en) * | 2008-01-28 | 2009-07-30 | Amin Ghali | Stud Support System for Structural Concrete |
Also Published As
| Publication number | Publication date |
|---|---|
| IL237088A0 (en) | 2015-03-31 |
| JP2015528534A (en) | 2015-09-28 |
| WO2014023948A1 (en) | 2014-02-13 |
| EP2882905B1 (en) | 2016-04-27 |
| EP2882905A1 (en) | 2015-06-17 |
| GB2504720B (en) | 2014-07-16 |
| AU2013301332B2 (en) | 2017-04-13 |
| CA2880440A1 (en) | 2014-02-13 |
| GB2504720A (en) | 2014-02-12 |
| KR20150040297A (en) | 2015-04-14 |
| US20140041328A1 (en) | 2014-02-13 |
| AU2013301332A1 (en) | 2015-02-26 |
| GB201214123D0 (en) | 2012-09-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104583505A (en) | Joints between precast concrete elements | |
| KR101186267B1 (en) | Hybrid multi-forming composite beam | |
| AU2018202709A1 (en) | Modular Building System | |
| CN103741582B (en) | A kind of prestressed concrete composite box-girder with corrugated steel webs and construction method thereof | |
| US10494779B2 (en) | Hybrid composite concrete bridge and method of assembling | |
| EP3303707B1 (en) | Method for producing a roadway plate for a bridge | |
| KR102269128B1 (en) | Support Structure for Transportation And Construction RC Beam Mold, And Method for Transportation And Construction RC Beam Mold | |
| JP2014095256A (en) | Ribbed precast concrete plate, and method for separately placing concrete in composite floor slab and beam using the ribbed precast concrete plate | |
| KR100896173B1 (en) | Beam, structure, parking structure having the beam, method of manufacturing the beam and method of manufacturing structure without column | |
| CN113062476B (en) | Heavy-load large-span combined beam-column structure and construction method | |
| KR101127362B1 (en) | Composite structural member of corrugated steel web and concrete member | |
| KR100888231B1 (en) | Beam, structure, parking structure having the beam, method of manufacturing the beam and method of manufacturing structure without column | |
| CN112502339A (en) | Prefabricated coincide floor and connection structure with support girder steel thereof | |
| CN217027725U (en) | Prefabricated reinforced concrete foundation structure that can splice | |
| NZ240890A (en) | Space frame with upper and lower grids - upper grid carries a concrete | |
| KR101752285B1 (en) | Hybrid beam with wide PSC lower flange and enlarged section upper flange and structure frame using the same | |
| US20220356706A1 (en) | Reinforcing Steel Skeletal Framework | |
| KR101188367B1 (en) | Punching shear reinforcement for reinforcing flat-plate slab | |
| CN110359630A (en) | One kind being based on U-shaped part precast concrete combination beam and its construction method | |
| CN215330933U (en) | Steel skeleton beam structure and steel structure building | |
| KR101579037B1 (en) | Sandwich precast concrete composite beam assembly and method of manufacturing the same | |
| WO2017146612A1 (en) | Metal frame for a cast-in-situ reinforced concrete slab | |
| CN214402367U (en) | Prefabricated coincide floor and connection structure with support girder steel thereof | |
| CN215829267U (en) | Pin-connected panel bridge construction protector | |
| EP3144439B1 (en) | Panel, especially floor- or ceiling panel for a building structure |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150429 |
|
| WD01 | Invention patent application deemed withdrawn after publication |