CN201043299Y - Reinforced concrete structure - Google Patents

Reinforced concrete structure Download PDF

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Publication number
CN201043299Y
CN201043299Y CNU2007201478660U CN200720147866U CN201043299Y CN 201043299 Y CN201043299 Y CN 201043299Y CN U2007201478660 U CNU2007201478660 U CN U2007201478660U CN 200720147866 U CN200720147866 U CN 200720147866U CN 201043299 Y CN201043299 Y CN 201043299Y
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CN
China
Prior art keywords
steel
concrete
reinforced concrete
steel plate
main
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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
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CNU2007201478660U
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Chinese (zh)
Inventor
官锦禄
官佩麟
Original Assignee
官锦禄
官佩麟
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Application filed by 官锦禄, 官佩麟 filed Critical 官锦禄
Priority to CNU2007201478660U priority Critical patent/CN201043299Y/en
Application granted granted Critical
Publication of CN201043299Y publication Critical patent/CN201043299Y/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Abstract

The utility model provides a reinforced concrete structure, and is formed in the way that a reinforced concrete body is wrapped with a steel plate outline border. The steel plate outline boarder consists of a plurality of steel plates, which encircle the outer layer of the reinforced concrete body correspondingly, and is provided with concavo-convex parts, which are joggled with the reinforced concrete body. Steel rods are connected between the steel plates and the reinforced concrete body to constitute the steel plate outline border so that the complete reinforced concrete structure has excellent shock strength, and the accidents resulting from scaling of outer concrete are effectively prevented.

Description

Reinforced concrete structure
Technical field
The relevant a kind of reinforced concrete structure of the utility model refers to a kind ofly have preferable shock strength especially, and effectively avoids outer concrete to peel off and cause unexpected reinforced concrete structure.
Background technology
As shown in Figure 1, for general the habit has the basic master of steel concrete to become configuration diagram, its steel concrete main body 11 will constitute closely knit heterogeneous body structure material by cage of reinforcement 111 and 112 two kinds of diverse condensation of materials of character of concrete of utilizing grouting way to be enclosed in cage of reinforcement 111 peripheries; Wherein, concrete composition is quite extensive in fact, consists essentially of cement (comprising portland cement, sulphate resisting portland cement or the like), mix such as fine sand and thickness aggregate and look demand and other material of adding (for example flying dust, mould agent and accelerating admixture etc. by force).
Therefore the concrete formed of different materials can produce difference in functionality, so that the use of various special-purposes to be provided; Moreover, the enclosing Shu Xiaoying and then can increase the toughness of structure and energy absorption, dissipation capability of 111 pairs of concrete main bodies 11 of cage of reinforcement, and after making that outer concrete peels off, its post heart still has and encloses Shu Xiaoying; Yet when earthquake took place, as long as tensile stress surpasses the concrete pulling force intensity, concrete promptly produced and breaks, and the seam that breaks during beginning is short and small, enlarged gradually then and invaded beam section inside; So that after concrete steel building suffered seismic damage, its damaged condition and scope may reach in putting in order the whole or local of solitary building.
Especially, after steel concrete breaks, often earlier begin to peel off from the outer field concrete of whole steel concrete main body, when if this steel concrete main body of peeling off is positioned at the eminence of building or floor plates, be positioned at the personnel or the equipment of this reinforced concrete main body below, the accident that injured by a crashing object by concrete block might take place.
The utility model content
Main purpose of the present utility model promptly in that a kind of preferable shock strength that has is provided, effectively avoids outer concrete to peel off, and is applicable to the reinforced concrete structure of building beam, post, metope and floor plates especially.
Take off purpose on reaching, the technical scheme of the utility model reinforced concrete structure mainly is made of steel concrete main body and the corresponding outer field steel plate housing of steel concrete main body that is coated on; Wherein, this steel plate housing is made up of a plurality of corresponding outer field steel plates of steel concrete main body that are enclosed in, this steel plate housing have more jog with the interlock mutually of steel concrete main body, and between each steel plate and steel concrete main body, be connected with steel bar, and then formation and the steel concrete main body steel plate housing framework of combining closely, in order to do making whole reinforced concrete structure have preferable shock strength, and avoid the accident that takes place to cause because outer concrete peels off.
Compare with above-mentioned existing known techniques, the utility model reinforced concrete structure has following effect:
1. effectively promote the shock strength of reinforced concrete structure.
2. this steel plate housing is combined closely with the steel concrete main body behind concrete grouting, the antidetonation framework that belongs to prior stiffener concrete structure shock resistance, non-reinforced structure afterwards suffers seismic damage and can reduce reinforced concrete structure with more positive means.
3. be coated on the outer field steel plate housing of steel concrete main body, can prevent that the concrete block that breaks from dropping, and effectively avoids the accident that takes place to cause because outer concrete peels off.
Description of drawings
Fig. 1 is a structural representation of commonly using the steel concrete main body;
Fig. 2 is a reinforced concrete structure schematic appearance of the present utility model;
Fig. 3 is that reinforced concrete structure of the present utility model is formed the framework exploded view;
Fig. 4 is the dog hole structural representation of the utility model first embodiment;
Fig. 5 is the dog hole structural representation of the utility model second embodiment;
Fig. 6 is the steel bar connected mode figure of another embodiment in the utility model;
Fig. 7 is a reinforced concrete structure section structure sectional view of the present utility model.
[figure number explanation]
11 steel concrete main bodys, 111 cage of reinforcement
112 concrete, 12 steel plate housings
121 steel plates, 1211 flanges
122 steel bars, 123 dog holes
124 winding plate A jogs
The specific embodiment
The utility model aims to provide a kind of preferable shock strength that has, and effectively avoids outer concrete to peel off, and is applicable to the reinforced concrete structure of building beam, post, metope and floor plates especially; As shown in Figures 2 and 3, whole reinforced concrete structure mainly is made of steel concrete main body 11 and the corresponding steel concrete main body 11 outer field steel plate housings 12 that are coated on.
Wherein, steel concrete main body 11 is condensed by cage of reinforcement 111 and the concrete 112 that utilizes grouting way to be enclosed in cage of reinforcement 111 peripheries and is constituted; As for, this steel plate housing 12 have jog A with steel concrete main body 11 interlock mutually, and this steel plate housing 12 more is made up of a plurality of corresponding steel concrete main body 11 outer field steel plates 121 that are enclosed in, and between each steel plate 121 and steel concrete main body 11, be connected with steel bar 122, and then formation and steel concrete main body 11 steel plate housing 12 frameworks of combining closely.
Above-mentioned jog A in order to each steel plate 121 of forming steel plate housing 12 can further be made into the structural type body with ripple glaze, to increase steel plate 121 and the concrete effect that combines; In addition, be provided with to wear at the ad-hoc location of steel plate 121 and hang the dog hole 123 that connects, and the plate end in each steel plate 121 junction is provided with flange 1211 in order to increase the bond strength between each steel plate 121 for steel bar 122; When implementing, dog hole 123 can be directly arranged on the plate face of steel plate 121 as shown in Figure 4, or as shown in Figure 5, establishes the winding plate 124 with dog hole 123 in the ad-hoc location weldering of steel plate 121 earlier; As for, 122 of steel bars can be connected between two corresponding steel plates 121 as shown in Figure 3, or are connected in as shown in Figure 6 between steel plate 121 and the cage of reinforcement 111.
And after concrete grouting condenses, as shown in Figure 7, steel plate housing 12 frameworks that can combine closely in the outer construction one of steel concrete main body 11 and steel concrete main body 11, use the shock strength that promotes whole reinforced concrete structure, because these steel plate housing 12 frameworks belong to the antidetonation framework of prior stiffener concrete structure shock resistance, non-reinforced structure afterwards suffers seismic damage so can reduce reinforced concrete structure with more positive means.
Especially, be coated on steel concrete main body 11 outer field steel plate housings 12, can prevent that the concrete block that breaks from dropping, effectively avoid the accident that takes place to cause, therefore be applicable to beam, post, metope and the floor plates of building especially because outer concrete peels off.
Technology contents of the present utility model and technical characterstic the sixth of the twelve Earthly Branches disclose as above, yet the personage who is familiar with this technology still may do various replacement and the modifications that do not deviate from this case utility model spirit based on announcement of the present utility model.Therefore, protection domain of the present utility model should be not limited to those disclosed embodiments, and should comprise various do not deviate from replacement of the present utility model and modifications, and is contained by following claim.

Claims (8)

1. a reinforced concrete structure is characterized in that, includes:
One by the steel concrete main body that cage of reinforcement and concrete constituted;
One steel plate housing, the corresponding skin that is coated on the steel concrete main body, this steel plate housing have more and the steel concrete main body jog of interlock mutually.
2. reinforced concrete structure as claimed in claim 1 is characterized in that, this steel plate housing is made up of a plurality of corresponding outer field steel plates of steel concrete main body that are enclosed in, and is connected with steel bar between each steel plate and steel concrete main body.
3. reinforced concrete structure as claimed in claim 1 is characterized in that, this steel plate housing is made up of a plurality of corresponding outer field steel plates of steel concrete main body that are enclosed in, and is connected with steel bar between each steel plate and steel concrete main body; Each steel steel plate is the structural type body with ripple glaze.
4. as claim 2 or 3 described reinforced concrete structures, it is characterized in that respectively the plate face of this steel plate is provided with dog hole and wears the extension connection for steel bar.
5. as claim 2 or 3 described reinforced concrete structures, it is characterized in that respectively weldering is established the winding plate with dog hole and worn the extension connection for steel bar on this steel plate.
6. as claim 2 or 3 described reinforced concrete structures, it is characterized in that each steel bar is connected between the corresponding steel plate.
7. as claim 2 or 3 described reinforced concrete structures, it is characterized in that each steel bar is connected between each steel plate and the cage of reinforcement.
8. as claim 2 or 3 described reinforced concrete structures, it is characterized in that each steel plate is provided with flange at the plate end of junction.
CNU2007201478660U 2007-06-01 2007-06-01 Reinforced concrete structure Expired - Fee Related CN201043299Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2007201478660U CN201043299Y (en) 2007-06-01 2007-06-01 Reinforced concrete structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2007201478660U CN201043299Y (en) 2007-06-01 2007-06-01 Reinforced concrete structure

Publications (1)

Publication Number Publication Date
CN201043299Y true CN201043299Y (en) 2008-04-02

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Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2007201478660U Expired - Fee Related CN201043299Y (en) 2007-06-01 2007-06-01 Reinforced concrete structure

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CN (1) CN201043299Y (en)

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103147415A (en) * 2013-02-22 2013-06-12 丁斌 Assembled house with glass fiber reinforced plastic composite steel structure
CN102140822B (en) * 2010-01-28 2015-06-03 昆山永年先进制造技术有限公司 Steel-shelled reinforced concrete structural member
CN105839846A (en) * 2016-03-22 2016-08-10 哈尔滨工业大学 Prefabricated reinforced concrete composite beam
CN108193773A (en) * 2018-01-03 2018-06-22 鲲鳌建设有限公司 A kind of steel-shelled reinforced concrete structural member and preparation method thereof
CN111021630A (en) * 2019-12-03 2020-04-17 中铁建设集团有限公司 Section steel concrete column and semi-assembly type construction method thereof

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102140822B (en) * 2010-01-28 2015-06-03 昆山永年先进制造技术有限公司 Steel-shelled reinforced concrete structural member
CN103147415A (en) * 2013-02-22 2013-06-12 丁斌 Assembled house with glass fiber reinforced plastic composite steel structure
CN103147415B (en) * 2013-02-22 2016-03-02 丁斌 A kind of Assembled fibre reinforced plastic combination steel work house
CN105839846A (en) * 2016-03-22 2016-08-10 哈尔滨工业大学 Prefabricated reinforced concrete composite beam
CN108193773A (en) * 2018-01-03 2018-06-22 鲲鳌建设有限公司 A kind of steel-shelled reinforced concrete structural member and preparation method thereof
CN111021630A (en) * 2019-12-03 2020-04-17 中铁建设集团有限公司 Section steel concrete column and semi-assembly type construction method thereof

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CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20080402

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