CN103586978B - Steel pipe and concrete folding case beam and processing method thereof - Google Patents
Steel pipe and concrete folding case beam and processing method thereof Download PDFInfo
- Publication number
- CN103586978B CN103586978B CN201310437847.1A CN201310437847A CN103586978B CN 103586978 B CN103586978 B CN 103586978B CN 201310437847 A CN201310437847 A CN 201310437847A CN 103586978 B CN103586978 B CN 103586978B
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- CN
- China
- Prior art keywords
- concrete
- top board
- steel pipe
- rib
- case beam
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Classifications
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B24—GRINDING; POLISHING
- B24B—MACHINES, DEVICES, OR PROCESSES FOR GRINDING OR POLISHING; DRESSING OR CONDITIONING OF ABRADING SURFACES; FEEDING OF GRINDING, POLISHING, OR LAPPING AGENTS
- B24B23/00—Portable grinding machines, e.g. hand-guided; Accessories therefor
- B24B23/04—Portable grinding machines, e.g. hand-guided; Accessories therefor with oscillating grinding tools; Accessories therefor
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2/00—Bridges characterised by the cross-section of their bearing spanning structure
- E01D2/04—Bridges characterised by the cross-section of their bearing spanning structure of the box-girder type
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D2101/00—Material constitution of bridges
- E01D2101/20—Concrete, stone or stone-like material
- E01D2101/24—Concrete
- E01D2101/26—Concrete reinforced
- E01D2101/268—Composite concrete-metal
Abstract
The invention provides a kind of steel pipe and concrete folding case beam, indulge rib, concrete groove, top board transverse steel preformed groove, pre-buried top board longitudinal reinforcement, rearmounted top board transverse steel, bottom longitudinal reinforcement, flange plate and isosceles trapezoid steel pipe etc. by concrete cross rib, concrete and form.Chamber inside is isosceles trapezoid steel pipe, and outside is concrete, and end face arranges concrete cross rib and rib indulged by concrete, and the two is and is uniformly distributed, and forms equally distributed concrete groove in top board.The features such as effect of the present invention and advantage are that bearing capacity is high, easy construction, speed of application are fast, good economical benefit.Convenient transportation, not fragile in transportation, avoid in work progress wearing muscle, shorten man-hour, reduce cost.
Description
Technical field
The present invention relates to a kind of building structure Novel superposed beam, particularly relate to a kind of steel pipe of prefabricated concrete structure and concrete folding case beam and processing method thereof.
Background technology
Assembly concrete building refers to the concrete prefabricated element based on factorial praluction, the xoncrete structure class building construction of being built by site-assembled patten's design.To water after overlapping layers concrete, Bar Anchorage pouring concrete connection etc. after the assembly method of component generally has scene, bar connecting can adopt sleeve to be in the milk to connect, welding, the way such as mechanical connection and the connection of reserving hole overlap joint.The eighties in 20th century, at the prefabricated large plate house that China is popular, due to reasons such as structural integrity is poor, seepage, cracks on floor slab, existing manyly affects structural safety and the normal hidden danger that uses and defect, gradually replace by cast-in-place concrete structure.But along with the application of current emerging prefabricated concrete structure, particularly introduced many advanced foreign technologies in recent years, localized prefabricated concrete structure is built new technology and is just progressively formed.
The trend reducing the appearance housing industry industrialization of building trade recruitment famine along with the quickening of China's " building industrialization, housing industrialization " process and the continuous of China's " demographic dividend " is day by day obvious.The application of prefabricated concrete structure becomes new technology, new model that current research focus all parts of the country continue to bring out out residential housing prefabricated concrete structure again.Precast reinforced concrete structure is one of important directions of China's building structure development, and it is conducive to the development of China's building industrialization, economize energy of enhancing productivity, development Green environmental-protection building, and is conducive to improving and ensureing construction engineering quality.Compared with cast-in-situ construction method; assembled reinforced concrete structure is conducive to green construction; because fabricated construction more can meet the saving land of green construction, energy-conservation, material-saving, the requirement such as water saving and environmental protection; reduce the negative effect to environment; comprise and reduce noise, prevent airborne dust, reduce environmental pollution, clean transport, reduce place interference, save resource and the energy such as water, electricity, material, follow the principle of sustainable development.And, fabricated construction can complete multiple or whole operations of engineering continuously in order, thus reduce the engineering machinery kind and quantity of marching into the arena, that eliminates procedure connection rests the time, realize interchange operation, reduce workmen, thus improve work efficiency, reduction supplies consumption, minimizing environmental pollution, for green construction provides safeguard.In addition, fabricated construction reduces building waste (accounting for the 30%-40% of municipal refuse total amount) largely, as steel scrap muscle, waste iron wire, useless bamboo timber, discarded concrete etc.
Assembly concrete building can be divided into full assembling and part assembling two large classes according to assemblingization degree height.Full assembling building is generally restricted to low layer or the lower tier building of requirements for fortification against earthquake; Part assembling concrete construction main member is generally adopted prefabricated components, is connected by cast-in-place concrete at the scene, forms the building of cast in place and precast construction.
North America region is mainly based on America & Canada.Because prefabricated/prestressed concrete association (PCI) studies for a long period of time and promotes pre-cast building, the Specification of precast concrete is also very perfect. so its assembly concrete Application in Building is very general.The pre-cast building of North America mainly comprises building prefabrication exterior wall and the large series of structure prefabricated components two, and the common feature of prefabricated components is that maximization and prestressing force combine, can optimize structure arrangement of reinforcement and connecting structure.Reduce and make and installation workload, shorten the Yi work duration, fully demonstrate industrialization, standardization and Technical Economy feature.In 20th century, the pre-cast building of North America is mainly used in the non-antidetonation fortified defence area of low layer.Due to the earthquake effect in area, California, pay much attention to the engineer applied technical research of antidetonation and precast construction on the middle and senior level in recent years.PCI has published " precast concrete Aseismic Design " book recently, the Aseismic Design problem of pre-cast building is analyzed from theory and practice angle system, summarizing the latest scientific research of many precast construction Aseismic Design, to instructing precast construction design and engineer applied to promote, there is very strong directive significance.
Europe is the cradle of pre-cast building, just starts the road of building industrialization as far back as the 17th century.After World War II, due to human resources shortage, Europe is research and probe building industrialization pattern further.No matter economically developed Northern Europe, West Europe, or Eastern Europe underdeveloped, always all in the design and construction mode actively carrying out prefabrication and assembly construction concrete construction.Have accumulated the design and construction experience of many pre-cast buildings, define various special precast building system and standardized general prefabricated product line, and worked out a series of precast concrete engineering specification and application manual, in global application, very important effect is served to promotion precast concrete.
Japan and Korea S have used for reference American-European successful experience, on the standardized designs construction basis exploring pre-cast building.In conjunction with oneself requirement.Breakthrough is achieved in precast construction system globality antidetonation and shock design.Representative achievement be the Tokyo Tower of two 58 floor that Japan adopts prefabrication and assembly construction frame structure to build up for 2008.Meanwhile, the standard criterion that the precast concrete building system of Japan designs, makes and constructs is also very perfect, and the prefabricated specification used at present has " precast concrete engineering " (JASSl0) and " concrete curtain wall " (JASSl4).
China from the sixties in 20th century five begin one's study assembly concrete building design and construction technology, define a series of assembly concrete building system, comparatively typical building system has assembled single storey industry workshop building system, assembled multistory frame building system, assembled large panel building system etc.To the eighties in 20th century, the application of assembly concrete building reaches the period of full bloom, many places, the whole nation all define design, make and the assembly concrete industrialized building pattern of construction and installation integration. and the masonry building of assembly concrete building and employing prefabricated hollow floor becomes two kinds of topmost building systems, and application popularization rate reaches more than 70%.Because the function of assembled architecture and physical property exist many limitations and deficiency, the assembly concrete architectural design of China and construction technology R & D Level also do not catch up with the change of social demand and Building technology development, to the mid-90 in 20th century, assembly concrete building is replaced by full cast-in-place concrete building system gradually, at present except the application comparatively extensively of assembled single storey industry workshop building system.The engineer applied of other prefabrication systems is few.The globality of precast construction antidetonation and the specialization research of management in design and operation not, cause its Technical Economy poor.It is the basic reason causing precast construction to stagnate for a long time.
Summary of the invention
The object of the present invention is to provide a kind of steel pipe and concrete folding case beam and processing method thereof, a kind of good integrity, power transmission be clear and definite mainly for developing, simple structure, safe and reliable, steel pipe and the concrete folding case beam of saving material and easy construction.
The object of the invention is to be realized by following technical scheme:
Steel pipe and concrete folding case beam indulge the compositions such as rib, concrete groove, top board transverse steel preformed groove, pre-buried top board longitudinal reinforcement, rearmounted top board transverse steel, bottom longitudinal reinforcement, flange plate and isosceles trapezoid steel pipe primarily of concrete cross rib, concrete.It is characterized in that, chamber inside is isosceles trapezoid steel pipe, outside is concrete, end face arranges concrete cross rib and rib indulged by concrete, and the two is and is uniformly distributed, form equally distributed concrete groove in top board, the concrete cross rib that transverse and longitudinal is staggered and concrete are indulged rib and are formed the concrete prefabricated top board of lattice, at case beam two ends, concrete cross rib is not set, concrete is not set in case beam both sides and indulges rib, time prefabricated, pre-buried top board longitudinal reinforcement is embedded in top board, and outer projecting end, rearmounted top board transverse steel is placed in top board transverse steel preformed groove when constructing, rib indulged by the outermost concrete extending adjacent steel pipe and concrete folding case beam outside rearmounted top board transverse steel.
The processing method of steel pipe and concrete folding case beam:
The mould of a, making steel pipe and concrete folding case beam;
B, colligation support bottom longitudinal reinforcement;
C, installation support isosceles trapezoid steel pipe;
D, colligation support pre-buried top board longitudinal reinforcement;
E, at pre-buried top board longitudinal reinforcement place casting concrete, and maintenance;
F, steel pipe and concrete folding case beam longitudinally mutually to be overlapped on bridge pier, the rearmounted top board transverse steel of lateral arrangement;
G, at rearmounted top board transverse steel place's casting concrete and maintenance.
Advantage of the present invention and beneficial effect:
The features such as effect of the present invention and advantage are that bearing capacity is high, easy construction, speed of application are fast, good economical benefit.Convenient transportation, not fragile in transportation, avoid in work progress wearing muscle, shorten man-hour, reduce cost.
Accompanying drawing explanation
Fig. 1 is steel pipe and concrete folding case beam floor map;
Fig. 2 is Figure 1A-A generalized section.
In figure, 1 is concrete cross rib, and 2 indulge rib for concrete; 3 is concrete groove; 4 is top board transverse steel preformed groove; 5 is pre-buried top board longitudinal reinforcement; 6 is rearmounted top board transverse steel; 7 is bottom longitudinal reinforcement; 8 is flange plate; 9 is isosceles trapezoid steel pipe.
Detailed description of the invention
Below in conjunction with technical scheme with reference to accompanying drawing, the present invention is described in detail.
The steel pipe that the present invention proposes and concrete folding case beam are as shown in Fig. 1 ~ Fig. 2.
Steel pipe and concrete folding case beam indulge the compositions such as rib 2, concrete groove 3, top board transverse steel preformed groove 4, pre-buried top board longitudinal reinforcement 5, rearmounted top board transverse steel 6, bottom longitudinal reinforcement 7, flange plate 8 and isosceles trapezoid steel pipe 9 primarily of concrete cross rib 1, concrete.Chamber inside is isosceles trapezoid steel pipe 9, outside is concrete, end face arranges concrete cross rib 1 and rib 2 indulged by concrete, and the two is and is uniformly distributed, form equally distributed concrete groove 3 in top board, the concrete cross rib 1 that transverse and longitudinal is staggered and concrete are indulged rib 2 and are formed the concrete prefabricated top board of lattice, at case beam two ends, concrete cross rib 1 is not set, concrete is not set in case beam both sides and indulges rib 2, time prefabricated, pre-buried top board longitudinal reinforcement 5 is embedded in top board, and outer projecting end, rearmounted top board transverse steel 6 is placed in top board transverse steel preformed groove 4 when constructing, rib 2 indulged by the outermost concrete extending adjacent steel pipe and concrete folding case beam outside rearmounted top board transverse steel 6.
The construction method of steel pipe and concrete folding case beam:
The mould of a, making steel pipe and concrete folding case beam;
B, colligation support bottom longitudinal reinforcement 7;
C, installation support isosceles trapezoid steel pipe 9;
D, colligation support pre-buried top board longitudinal reinforcement 5;
E, at pre-buried top board longitudinal reinforcement 5 place casting concrete, and maintenance;
F, steel pipe and concrete folding case beam longitudinally mutually to be overlapped on bridge pier, the rearmounted top board transverse steel 6 of lateral arrangement;
G, at rearmounted top board transverse steel 6 place's casting concrete and maintenance.
Claims (2)
1. a steel pipe and concrete folding case beam, by concrete cross rib (1), rib (2) indulged by concrete, concrete groove (3), top board transverse steel preformed groove (4), pre-buried top board longitudinal reinforcement (5), rearmounted top board transverse steel (6), bottom longitudinal reinforcement (7), flange plate (8) and isosceles trapezoid steel pipe (9) composition, it is characterized in that: chamber inside is isosceles trapezoid steel pipe (9), outside is concrete, end face arranges concrete cross rib (1) and rib (2) indulged by concrete, and the two is and is uniformly distributed, form equally distributed concrete groove (3) in top board, the concrete cross rib (1) that transverse and longitudinal is staggered and concrete are indulged rib (2) and are formed the concrete prefabricated top board of lattice, at case beam two ends, concrete cross rib (1) is not set, concrete is not set in case beam both sides and indulges rib (2), time prefabricated, pre-buried top board longitudinal reinforcement (5) is embedded in top board, and outer projecting end, rearmounted top board transverse steel (6) is placed in top board transverse steel preformed groove (4) when constructing, rib (2) indulged by the outermost concrete extending adjacent steel pipe and concrete folding case beam outside rearmounted top board transverse steel (6).
2. a processing method for steel pipe as claimed in claim 1 and concrete folding case beam, is characterized in that:
The mould of a, making steel pipe and concrete folding case beam;
B, colligation support bottom longitudinal reinforcement (7);
C, installation support isosceles trapezoid steel pipe (9);
D, colligation support pre-buried top board longitudinal reinforcement (5);
E, at pre-buried top board longitudinal reinforcement (5) place casting concrete, and maintenance;
F, steel pipe and concrete folding case beam longitudinally mutually to be overlapped on bridge pier, the rearmounted top board transverse steel (6) of lateral arrangement;
G, at rearmounted top board transverse steel (6) place's casting concrete and maintenance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310437847.1A CN103586978B (en) | 2013-09-24 | 2013-09-24 | Steel pipe and concrete folding case beam and processing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310437847.1A CN103586978B (en) | 2013-09-24 | 2013-09-24 | Steel pipe and concrete folding case beam and processing method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN103586978A CN103586978A (en) | 2014-02-19 |
| CN103586978B true CN103586978B (en) | 2015-11-25 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310437847.1A Expired - Fee Related CN103586978B (en) | 2013-09-24 | 2013-09-24 | Steel pipe and concrete folding case beam and processing method thereof |
Country Status (1)
| Country | Link |
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| CN (1) | CN103586978B (en) |
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| JPH09221706A (en) * | 1996-02-16 | 1997-08-26 | Yokogawa Buritsuji:Kk | Floor slab for road surface and layout method thereof |
| CN2784496Y (en) * | 2005-01-21 | 2006-05-31 | 赵栋俭 | Reinforced concrete prefabricated plate |
| CN201172796Y (en) * | 2008-04-03 | 2008-12-31 | 长安大学 | Steel box beam bridge deck structure with longitudinal ribs on |
| CN101851976A (en) * | 2006-09-06 | 2010-10-06 | 邱则有 | Lamination inversed T-shaped plate |
| CN102587286A (en) * | 2012-03-28 | 2012-07-18 | 上海市第四建筑有限公司 | Simply supported-continuous construction method for bridge superstructure |
| CN102953337A (en) * | 2012-04-01 | 2013-03-06 | 吴钦凡 | Bridge construction method |
Family Cites Families (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| KR101173605B1 (en) * | 2010-12-22 | 2012-08-13 | 국방과학연구소 | Method for alloting time using time slot reallocation/withdrawal and time division multiple access communication system using the method |
| KR101270733B1 (en) * | 2011-02-15 | 2013-06-03 | 재원 양 | Prestressed Concrete Box Girder Integrated with Steel Deck and Constructing Method of Bridge using Such Girder |
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2013
- 2013-09-24 CN CN201310437847.1A patent/CN103586978B/en not_active Expired - Fee Related
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09221706A (en) * | 1996-02-16 | 1997-08-26 | Yokogawa Buritsuji:Kk | Floor slab for road surface and layout method thereof |
| CN2784496Y (en) * | 2005-01-21 | 2006-05-31 | 赵栋俭 | Reinforced concrete prefabricated plate |
| CN101851976A (en) * | 2006-09-06 | 2010-10-06 | 邱则有 | Lamination inversed T-shaped plate |
| CN201172796Y (en) * | 2008-04-03 | 2008-12-31 | 长安大学 | Steel box beam bridge deck structure with longitudinal ribs on |
| CN102587286A (en) * | 2012-03-28 | 2012-07-18 | 上海市第四建筑有限公司 | Simply supported-continuous construction method for bridge superstructure |
| CN102953337A (en) * | 2012-04-01 | 2013-03-06 | 吴钦凡 | Bridge construction method |
Non-Patent Citations (2)
| Title |
|---|
| 《我国钢-混凝土组合结构桥梁研究进展及工程应用》;陈宝春等;《建筑结构学报》;20130831;第34卷(第S1期);全文 * |
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| CN103586978A (en) | 2014-02-19 |
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