RU96107393A - DEVELOPMENT OF FACILITIES FOR CONSTRUCTION MATERIALS - Google Patents

DEVELOPMENT OF FACILITIES FOR CONSTRUCTION MATERIALS

Info

Publication number
RU96107393A
RU96107393A RU96107393/03A RU96107393A RU96107393A RU 96107393 A RU96107393 A RU 96107393A RU 96107393/03 A RU96107393/03 A RU 96107393/03A RU 96107393 A RU96107393 A RU 96107393A RU 96107393 A RU96107393 A RU 96107393A
Authority
RU
Russia
Prior art keywords
truss
slab
belts
trusses
belt
Prior art date
Application number
RU96107393/03A
Other languages
Russian (ru)
Other versions
RU2145373C1 (en
Inventor
Георг Веглер
Original Assignee
Ресаро АБ
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
Priority claimed from SE9302446A external-priority patent/SE501459C2/en
Application filed by Ресаро АБ filed Critical Ресаро АБ
Publication of RU96107393A publication Critical patent/RU96107393A/en
Application granted granted Critical
Publication of RU2145373C1 publication Critical patent/RU2145373C1/en

Links

Claims (4)

1. Устройство ферм строительных элементов со слябом и поясами, ферм с решетками, ферм типа двухпоясных по меньшей мере с одним литым поясом, с решеткой, состоящей из одной или двух частей решетки из стержней, прутков или реечного материала, или из расширенных пластин или аналогичных, возможно профилированных и, возможно снабженных анкерными устройствами, указанная часть решетки сконструирована и собрана из деталей решетки в такой конфигурации, что в вертикальном разрезе получается зигзаг или напоминающий зигзаг ряд или аналогично диагоналям в открытой решетке, перекладины наклонены относительно продольного направления пояса в виде зигзагообразного или пилообразного ряда, образуя открытую решетку, заанкерованную к поясам или поясу и слябу соответственно, отличающееся тем, что фермы представлены конструкцией у крепления, концы (4) ферм у крепления сконструированы как монолитная деталь, или соединены один с другим в монолитную деталь из однородного материала или целиком или почти целиком как литая конструкция так что промежуточная область между двумя поясами (2, 3) фермы или между поясами (2, 3) и слябом (1) элемента, с концами фермы, спроектированными для повышения жесткости, прочности анкеровки так же, как и упрочнения и закрепления поясов конец фермы продолжает ферму или пояс до нужной длины, соответствующей пролету, так, что пояс можно изготовить из определенных частей в соответствии с промежутками между изгибами (15, 16, 17, 18) или анкерами балок-элементов решетки, конструкцию также можно применять на других участках ферм у креплений.1. Construction of trusses of building elements with slabs and belts, trusses with gratings, trusses of the double-belted type with at least one cast belt, with a grating consisting of one or two parts of the grating of rods, rods or rack material, or of expanded plates or similar , possibly profiled and possibly equipped with anchor devices, the indicated part of the grate is designed and assembled from grate parts in such a configuration that in a vertical section a zigzag or a row resembling a zigzag or similar to a diagonal is obtained In the open lattice, the crossbars are inclined relative to the longitudinal direction of the belt in the form of a zigzag or sawtooth row, forming an open lattice anchored to the belts or belt and slab, respectively, characterized in that the trusses are provided with a construction at the mount, the ends (4) of the truss at the mount are designed as monolithic part, or connected to one another in a monolithic part of a homogeneous material or as a whole or almost entirely as a cast structure so that the intermediate region between the two belts (2, 3) of the truss and between the belts (2, 3) and the slab (1) of the element, with the ends of the truss designed to increase rigidity, anchoring strength as well as hardening and securing the belts, the end of the truss continues the truss or belt to the desired length corresponding to the span, that the belt can be made of certain parts in accordance with the gaps between the bends (15, 16, 17, 18) or the anchors of the beam elements of the lattice, the design can also be used on other sections of the trusses at the mounts. 2. Устройство по п. 1 для литого элемента, состоящего из сляба с поясами или из фермы с плитой, отличающееся тем, что, если сляб или плита направлены вверх, то концы (4) фермы изготавливают длиннее, чем сляб (!) или плита, направленные вверх и служащие опорой, сляб/плита у внешней стены несколько короче, чем пролет между внутренними сторонами внешних стен, так что образуется зазор между слябом и стеной, на верхе концов (4) фермы можно выполнить выемку (5), доступную сверху, у края сляба. 2. The device according to claim 1 for a cast element consisting of a slab with belts or from a truss with a plate, characterized in that if the slab or plate is directed upwards, the ends (4) of the truss are made longer than a slab (!) Or a plate directed upward and serving as a support, the slab / plate near the outer wall is slightly shorter than the span between the inner sides of the outer walls, so that a gap is formed between the slab and the wall, at the top of the ends (4) of the truss, you can make a recess (5), accessible from above, at the edge of the slab. 3. Устройство по п. 1, отличающееся тем, что у конца (4) фермы у крепления у стены расположены один или несколько проемов или гнезд (6) для крепежей, сконструированные как проемы, которые могут быть сквозными, расположенные на расстоянии от внутренней части стены, и с верхом в соединении со слябом (1) и/или у конца фермы расположены одна или несколько выемок (7) для анкеров, сконструированные как проемы, которые могут быть сквозными, расположенные у конца конца фермы изнутри внутренней обшивки стены, возможно с заделанным арматурным стержнем (28). 3. The device according to claim 1, characterized in that at the end (4) of the truss near the wall mount there are one or more openings or nests (6) for fasteners, designed as openings that can be through, located at a distance from the inside walls, and with the top in connection with the slab (1) and / or at the end of the truss, there are one or more recesses (7) for anchors, designed as openings that can be through, located at the end of the truss from the inside of the inner wall sheathing, possibly with embedded rebar (28). 4. Устройство по любому из пп. 1 - 3, отличающееся тем, что у конца (4) фермы у крепления для внешней стены (9) установлен ригель (8) с низким коэффициентом теплопроводности, возможно прикрепленный к концу фермы с помощью литых крепежных деталей (35), глубина которого соответствует глубине конца (4) фермы. 4. The device according to any one of paragraphs. 1 - 3, characterized in that at the end (4) of the truss near the mount for the external wall (9) there is a bolt (8) with a low coefficient of thermal conductivity, possibly attached to the end of the truss with cast fasteners (35), the depth of which corresponds to the depth end (4) of the farm.
RU96107393A 1993-07-19 1994-07-19 Erection truss RU2145373C1 (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
SE9302446-1 1993-07-19
SE9302446A SE501459C2 (en) 1993-07-19 1993-07-19 Device for beam storage
PCT/SE1994/000699 WO1995003460A1 (en) 1993-07-19 1994-07-19 Arrangement at a beam support

Publications (2)

Publication Number Publication Date
RU96107393A true RU96107393A (en) 1998-04-27
RU2145373C1 RU2145373C1 (en) 2000-02-10

Family

ID=20390634

Family Applications (2)

Application Number Title Priority Date Filing Date
RU96107393A RU2145373C1 (en) 1993-07-19 1994-07-19 Erection truss
RU96107394A RU2135711C1 (en) 1993-07-19 1994-07-19 Truss and device for its manufacture

Family Applications After (1)

Application Number Title Priority Date Filing Date
RU96107394A RU2135711C1 (en) 1993-07-19 1994-07-19 Truss and device for its manufacture

Country Status (13)

Country Link
US (1) US5802802A (en)
EP (2) EP0708868B1 (en)
CN (1) CN1047815C (en)
AU (2) AU7279394A (en)
CA (2) CA2167540C (en)
DE (2) DE69423216D1 (en)
DK (2) DK0710312T3 (en)
FI (2) FI960190A (en)
NO (2) NO308262B1 (en)
PL (2) PL177519B1 (en)
RU (2) RU2145373C1 (en)
SE (1) SE501459C2 (en)
WO (2) WO1995003460A1 (en)

Families Citing this family (27)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE29615361U1 (en) * 1996-09-04 1996-11-14 Maack, Peter, Dr.-Ing., 21376 Salzhausen Ceiling for buildings
DE20118827U1 (en) * 2001-11-17 2003-04-03 Maack, Peter, Dr.-Ing., 21376 Salzhausen Component for a ceiling construction and ceiling structures in buildings
US20060137282A1 (en) * 2002-12-19 2006-06-29 Anvick Theodore E Anvick aperture device and method of forming and using same
SE524781C2 (en) * 2003-02-10 2004-10-05 George Wegler Device at truss beams
SE0400414L (en) * 2004-02-20 2005-02-01 Georg Wegler Device for joining reinforcement
CA2574722C (en) * 2007-01-22 2009-12-01 Ideas Without Borders Inc. System for reinforcing a building structural component
JP2015232213A (en) * 2014-06-09 2015-12-24 近藤 弘 Lattice hardware, truss and beam structure
US9540775B2 (en) * 2014-10-01 2017-01-10 Power Brace LLC Composite hoop tie for concrete
US9909693B2 (en) * 2015-02-26 2018-03-06 Engineered Wire Products, Inc. Concrete reinforcement elements and structures
KR101854160B1 (en) * 2016-07-15 2018-05-03 (주)엔테이지 Concrete Precast Slab
KR101854136B1 (en) * 2016-07-18 2018-05-03 (주)엔테이지 Corrugated Deck Having Truss Girder
KR101885735B1 (en) * 2016-10-19 2018-08-07 (주)엔테이지 Deck Having Truss Girder with stiffened top-chord of formed steel section
KR101885738B1 (en) * 2016-11-03 2018-08-07 (주)엔테이지 Stripping Deck With Tension Member
RU171103U1 (en) * 2017-01-19 2017-05-22 Федеральное государственное бюджетное образовательное учреждение высшего образования "Казанский государственный архитектурно-строительный университет" КГАСУ MONOLITHIC COVERAGE
KR101978748B1 (en) * 2017-04-03 2019-05-15 (주)엔테이지 Deck Plate With Compression Parts Reinforcement Structure
KR102056406B1 (en) * 2017-12-26 2019-12-16 목포대학교 산학협력단 Half pc slab and producing method thereof
CN110258926A (en) * 2018-08-21 2019-09-20 李藏柱 A kind of monolithic reinforced rack and prefabricated board and its connection structure comprising the rack
CN109403522A (en) * 2018-11-01 2019-03-01 武汉科技大学 Steel bar girder foam concrete composite floor plate
RU2710646C1 (en) * 2018-11-27 2019-12-30 Федеральное государственное бюджетное образовательное учреждение высшего образования "Казанский государственный архитектурно-строительный университет" (КазГАСУ) Method of making monolith reinforced concrete plate
CN110130581A (en) * 2019-06-18 2019-08-16 中国五冶集团有限公司 A kind of steel bar girder and preparation method thereof with three-dimensional web member reinforcing bar
CN111075115B (en) * 2020-01-06 2023-11-28 吉林建筑大学 Steel bar truss and manufacturing method thereof
CN114075853A (en) * 2020-08-15 2022-02-22 长沙巨星轻质建材股份有限公司 Bottom plate for concrete prestress superposition
CN114075852A (en) * 2020-08-15 2022-02-22 长沙巨星轻质建材股份有限公司 Assembled truss plate
CN114075854A (en) * 2020-08-15 2022-02-22 长沙巨星轻质建材股份有限公司 Welding-free laminated plate
CN114075851A (en) * 2020-08-15 2022-02-22 长沙巨星轻质建材股份有限公司 Bottom plate for assembling type concrete prestress overlapping
CN114075850A (en) * 2020-08-15 2022-02-22 长沙巨星轻质建材股份有限公司 Assembled superimposed sheet
CN112227599A (en) * 2020-09-30 2021-01-15 贵州路桥集团有限公司 Embedded steel-concrete composite beam wrapped with hoops

Family Cites Families (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US893792A (en) * 1907-05-04 1908-07-21 William C Gabriel Reinforcement for concrete or cement construction.
GB816059A (en) * 1955-05-18 1959-07-08 Fritz Grebner Lattice girders and structural steel lattice framework
FR94038E (en) * 1966-06-06 1969-06-20 Jean Louis Eugene Barbrel Reinforced concrete joist frame, joist obtained with this frame and manufacturing tools.
DE1659045B1 (en) * 1967-12-21 1970-02-26 Baustahlgewebe Gmbh Reinforcement cage for stiffening thin reinforced concrete panels
US4185423A (en) * 1978-03-27 1980-01-29 Systems Concept, Inc. Lightweight building module
FR2459857A1 (en) * 1979-06-27 1981-01-16 Mabo Costruzione Montaggi Pref Y-section roofing beam - uses section of ordinary reinforced concrete to connect two prestressed reinforced concrete longerons
SE436213B (en) * 1981-02-20 1984-11-19 Per Hofman BALK SIZE BUILDING ELEMENT
SE8301130D0 (en) * 1983-03-01 1983-03-01 George Wegler CONCRETE ELEMENT WITH STRENGTHS
DE3436882A1 (en) * 1984-07-27 1986-01-30 Burger, Frank, 8000 München FRAME SYSTEM, ESPECIALLY FOR FRAMES AND INTERIORS
SE9004176L (en) * 1990-12-28 1992-04-13 George Wegler DEVICE FOR BUILDING ELEMENT
SE502301C2 (en) * 1991-12-02 1995-10-02 Resaro Ab Beam with thread life

Similar Documents

Publication Publication Date Title
RU96107393A (en) DEVELOPMENT OF FACILITIES FOR CONSTRUCTION MATERIALS
US4727701A (en) Building panel
EP0710312B1 (en) Arrangement at a beam support
US5218805A (en) Post assembly and noise barrier wall
US4974381A (en) Tie anchor and method for manufacturing insulated concrete sandwich panels
US3385015A (en) Built-up girder having metal shell and prestressed concrete tension flange and method of making the same
KR19990022154A (en) Non-mortar wall blocks
US3748796A (en) Building structure with composite arched units and method of construction thereof
US4727696A (en) Stable structure consisting of tubular components and posttensioned cables or other tensory elements
RU2053334C1 (en) Grate reinforcement for concrete slab and plate-type member of a wall concrete form for monolithic shell building
JP2000234410A (en) Driven form and slab construction method making use thereof
PT1346111E (en) Flat soffit, doubly prestressed, composite, roof-ceiling construction for large span industrial buildings
JP2003138520A (en) Bridge girder structure
KR920012684A (en) Prefabricated slab of building and construction method
KR0159996B1 (en) Constructon structure and method of interior and exterior element for a building
RU2104374C1 (en) Construction block
SU1735526A1 (en) Three-layer wall panel
SU1617113A1 (en) Guarding structure
RU2016967C1 (en) Building
JPS632486Y2 (en)
SU554821A3 (en) Prefab building
SU1735523A1 (en) Suspended ramp and interramp roof of buildings and structures
SU1671807A1 (en) Building
JPH0796779B2 (en) Construction method of slope protection structure
SU1231165A1 (en) Gypsum-concrete partition