CN201835522U - Steel-and-wood composite beam for molding and supporting reinforced concrete member - Google Patents

Steel-and-wood composite beam for molding and supporting reinforced concrete member Download PDF

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Publication number
CN201835522U
CN201835522U CN2010205899016U CN201020589901U CN201835522U CN 201835522 U CN201835522 U CN 201835522U CN 2010205899016 U CN2010205899016 U CN 2010205899016U CN 201020589901 U CN201020589901 U CN 201020589901U CN 201835522 U CN201835522 U CN 201835522U
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CN
China
Prior art keywords
steel frame
plate
composite beam
steel
opening edge
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.)
Expired - Fee Related
Application number
CN2010205899016U
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Chinese (zh)
Inventor
李喜峰
胡亚明
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Shijiazhuang Taihang Metal Form Co Ltd
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Shijiazhuang Taihang Metal Form Co Ltd
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Filing date
Publication date
Application filed by Shijiazhuang Taihang Metal Form Co Ltd filed Critical Shijiazhuang Taihang Metal Form Co Ltd
Priority to CN2010205899016U priority Critical patent/CN201835522U/en
Application granted granted Critical
Publication of CN201835522U publication Critical patent/CN201835522U/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G11/00Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
    • E04G11/36Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for floors, ceilings, or roofs of plane or curved surfaces end formpanels for floor shutterings
    • E04G11/48Supporting structures for shutterings or frames for floors or roofs
    • E04G11/50Girders, beams, or the like as supporting members for forms
    • E04G2011/505Girders, beams, or the like as supporting members for forms with nailable or screwable inserts

Abstract

The utility mode relates to a steel-and-wood composite beam for molding and supporting a reinforced concrete member. The composite beam comprises a steel frame and a wood brace, wherein the wood brace is embedded in the steel frame in the steel frame rolling and manufacturing process. The steel frame is provided with a base plate, two side plates and two opening edge plates, wherein each opening edge plate is connected with one corresponding side plate to form an integrity, an included angle Beta is formed between the opening edge plate and the corresponding side plate; the base plate of the steel frame is of the indent circular arc surface; the two side plates are respectively provided with grooves embedded into the wood brace; and the included angle Beta formed by each opening edge plate and the corresponding side plate is more than or equal to 60 degrees and less than 90 degrees. In the composite beam, the steel frame is combined with the wood brace closely; the leveling is simple, convenient and easy to carry out in the using process; meanwhile, the composite beam has enough rigidity and strength and is not easily deformed, therefore, the repeated turnover using time is increased.

Description

Shaping reinforced concrete member supports with steel wood composite beam
Technical field
The utility model relates to a kind of shaping reinforced concrete member support device, and particularly a kind of shaping reinforced concrete member supports with steel wood composite beam, belongs to the realm of building construction.
Background technology
The domestic construction industry is built shaping reinforced concrete member and is mainly adopted method group mold formings such as wooden form, bamboo plywood, combined steel formwork at present.The use in light weight of wooden form or bamboo plywood is flexible, has certain advantage when building the reinforced concrete member of complicated shape, therefore domestic wooden form or the bamboo plywood method of adopting mostly when molding component.Wooden form or bamboo plywood self intensity is lower, needs stent support and fixing when the group mould, need use a large amount of wooden a tree, used in making timber for boats and form support.Because wooden form or bamboo plywood turnover access times are very low, also are difficult to recycling as the wooden a tree, used in making timber for boats that supports usefulness, cause the significant wastage of timber resources.There is a kind of shaping reinforced concrete member to support in the prior art and uses the wood composite a tree, used in making timber for boats, this technology has solved this problem to a certain extent, as shown in Figure 1, it is by C structural steel frame 2 ' and wooden a tree, used in making timber for boats 1 ' form, wood a tree, used in making timber for boats 1 ' be entrenched in C structural steel frame 2 ' in, with connector 4 ' by connecting hole 3 ' with C structural steel frame 2 ' with wooden a tree, used in making timber for boats 1 ' be fixed together.As shown in Figure 2, this kind structure the steel frame roll forming and with the chimeric process of wooden a tree, used in making timber for boats in because the effect bottom surface of stress can form the cambered surface of outward bulge, not only influence steel frame and the chimeric tight ness rating of wooden a tree, used in making timber for boats, in use also cause very big difficulty to its leveling.Wooden in addition a tree, used in making timber for boats and steel frame only depend on connector to fix, and its bonding strength is relatively low, in use through colliding with, steel frame outwards opens distortion easily, influences itself and the chimeric tight ness rating of wooden a tree, used in making timber for boats, causes steel frame to separate with wooden a tree, used in making timber for boats, thereby lost efficacy, shortened its turnover access times.
Summary of the invention
Technical problem to be solved in the utility model is, provide a kind of shaping reinforced concrete member to support with steel wood composite beam, its steel frame is combined closely with wooden a tree, used in making timber for boats, in use leveling is simple and easy to do, and has enough rigidity, intensity, not yielding, repeat to have enough to meet the need access times thereby improve.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is as follows:
A kind of shaping reinforced concrete member supports with steel wood composite beam, has steel frame, in steel frame Rolling Production process, be entrenched in the wooden a tree, used in making timber for boats in the steel frame, described steel frame has base plate, two side plates, two opening edges are along plate, each opening edge along a plate side plate corresponding with it be connected as a single entity and with this side plate shape β in an angle, its technical scheme is the arc surface (arcwall face) that the base plate of above-mentioned steel frame is indent, have the groove that embeds in the wooden a tree, used in making timber for boats on two side plates respectively, described each opening edge is along a plate side plate formed angle 60 °≤β corresponding with it<90 °.
In the technique scheme, described groove preferably lays respectively at the medium position of two side plates.Described each opening edge can be between 75 °~85 ° along a plate side plate formed angle β corresponding with it.
The utility model is in steel frame and the rolling chimeric process of wooden a tree, used in making timber for boats, and by base plate and the distortion of side plate indent, opening edge makes wooden a tree, used in making timber for boats produce distortion along button in the plate, thereby steel frame and wooden a tree, used in making timber for boats are closely linked, and has also improved the tight ness rating of wooden a tree, used in making timber for boats simultaneously.Its usefulness is: its base plate is the indent arcwall face, thereby makes base plate form two crest lines, and leveling is easy in the erection process at the scene; The groove of side plate is equivalent to two reinforcing ribs, thereby has improved rigidity, intensity, and is not yielding; Steel frame combines closely with wooden a tree, used in making timber for boats, has effectively avoided in use steel frame and wooden a tree, used in making timber for boats absciss layer phenomenon, thereby has improved the turnover access times.
Description of drawings
Fig. 1 is that a kind of shaping reinforced concrete member supports the structural representation of using the wood composite a tree, used in making timber for boats in the prior art.
The schematic diagram of the defective that Fig. 2 exists in actual use for the wood composite a tree, used in making timber for boats described in Fig. 1.
Fig. 3 is a structural representation of the present utility model.
Fig. 4 is the structural representation of cross section of the present utility model.
The angle that Fig. 5 is become with side for the utility model split shed edge plate is the structural representation of β.
Fig. 6 is the utility model structural representation in use.
The specific embodiment
As Fig. 3, Fig. 4, shown in Figure 5, the utlity model has steel frame 2, in steel frame 2 Rolling Production processes, be entrenched in the wooden a tree, used in making timber for boats 1 in the steel frame.Described steel frame 2 has base plate 2a, two side plate 2c, two opening edges along plate 2b, and steel frame 2 integral body can be regarded the C structural steel frame as.Each opening edge along a plate 2b side plate 2c corresponding with it be connected as a single entity and with this side plate shape β in an angle.The base plate 2a of above-mentioned steel frame is the arc surface (arcwall face) of indent, have (by rolling) on two side plate 2c respectively and embed groove 2d in the wooden a tree, used in making timber for boats 1 (sidewall), described each opening edge is along a plate 2b side plate 2c formed angle 60 °≤β corresponding with it<90 °.Described angle (being the angle that opening edge is become with side 2c along plate 2b) β can be 75 °~85 °, such as selecting about 80 °.Above-mentioned groove 2d lays respectively at the medium position of two side plate 2c.Steel frame 2 adopts rolling the forming of 1.5~2.0mm galvanized steel plain sheet, and the chimeric of steel frame 2 operations of rolling and wooden a tree, used in making timber for boats 1 carried out simultaneously.At steel wood composite beam opening part of the present utility model, the upper surface exposed parts of wood a tree, used in making timber for boats 1 is mutually neat along the edge of the restrain end of plate 2b with two opening edges, because described angle β<90 °, such two opening edges along the part of plate 2b (by rolling) embed in the upper surface of wooden a tree, used in making timber for boats 1, promptly opening edge is inner buckle structure along plate.
Fig. 6 is the embodiment of the utility model when building floor member.Mark A is the utility model among Fig. 6, and mark 3 is the pillar jacking.Pillar sets up by conventional method and sets up, steel wood composite beam opening surface of the present utility model upwards is placed on the pillar jacking 3 as the support girder, then upwards with steel wood composite beam opening surface of the present utility model, spacing 200~400mm (according to load) is laid on the girder as the support secondary beam, and secondary beam and girder direction are 90 °.On secondary beam, lay wooden form or bamboo plywood.Method for dismounting is similar to general form of construction work.

Claims (3)

1. a shaping reinforced concrete member supports with steel wood composite beam, has steel frame (2), in steel frame (2) Rolling Production process, be entrenched in the wooden a tree, used in making timber for boats (1) in the steel frame, described steel frame (2) has base plate (2a), two side plates (2c), two opening edges are along plate (2b), each opening edge along plate (2b) side plate (2c) corresponding with it be connected as a single entity and with this side plate shape β in an angle, it is characterized in that the base plate (2a) of above-mentioned steel frame is the arc surface of indent, have the groove (2d) that embeds in the wooden a tree, used in making timber for boats (1) on two side plates (2c) respectively, described each opening edge is along plate (2b) side plate (2c) the formed angle 60 °≤β corresponding with it<90 °.
2. shaping reinforced concrete member according to claim 1 supports with steel wood composite beam, it is characterized in that above-mentioned groove (2d) lays respectively at the medium position of two side plates (2c).
3. shaping reinforced concrete member according to claim 1 supports with steel wood composite beam, it is characterized in that each above-mentioned opening edge along plate (2b) side plate (2c) the formed angle β corresponding with it between 75 °~85 °.
CN2010205899016U 2010-11-04 2010-11-04 Steel-and-wood composite beam for molding and supporting reinforced concrete member Expired - Fee Related CN201835522U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2010205899016U CN201835522U (en) 2010-11-04 2010-11-04 Steel-and-wood composite beam for molding and supporting reinforced concrete member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2010205899016U CN201835522U (en) 2010-11-04 2010-11-04 Steel-and-wood composite beam for molding and supporting reinforced concrete member

Publications (1)

Publication Number Publication Date
CN201835522U true CN201835522U (en) 2011-05-18

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CN2010205899016U Expired - Fee Related CN201835522U (en) 2010-11-04 2010-11-04 Steel-and-wood composite beam for molding and supporting reinforced concrete member

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102296809A (en) * 2011-07-20 2011-12-28 杨元东 composite support beam
CN104929048A (en) * 2015-06-14 2015-09-23 安徽九泰模板有限公司 Steel and wood combined type top plate or bottom plate secondary beam
CN103703196B (en) * 2011-07-01 2018-01-30 乌尔玛Cye,S.公司 Formwork structure component

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103703196B (en) * 2011-07-01 2018-01-30 乌尔玛Cye,S.公司 Formwork structure component
CN102296809A (en) * 2011-07-20 2011-12-28 杨元东 composite support beam
CN104929048A (en) * 2015-06-14 2015-09-23 安徽九泰模板有限公司 Steel and wood combined type top plate or bottom plate secondary beam

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GR01 Patent grant
C17 Cessation of patent right
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20110518

Termination date: 20111104