CN212957947U - Concrete structure system - Google Patents
Concrete structure system Download PDFInfo
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- CN212957947U CN212957947U CN202021328994.7U CN202021328994U CN212957947U CN 212957947 U CN212957947 U CN 212957947U CN 202021328994 U CN202021328994 U CN 202021328994U CN 212957947 U CN212957947 U CN 212957947U
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- reinforcement cage
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Abstract
The application relates to a concrete structure system, which comprises a plurality of groups of reinforcement cages and concrete poured on the inner side and the outer side of the reinforcement cages, wherein the reinforcement cages comprise a plurality of support rods and a plurality of fixing rings fixedly arranged at the two ends and the middle part of the support rods; a plurality of the bracing pieces extend and are provided with connecting parts used for connecting adjacent reinforcement cages. This application has the equipment of the adjacent steel reinforcement cage of being convenient for through setting up multiunit steel reinforcement cage, concrete, bracing piece, solid fixed ring and connecting portion, and then has increased the effect of the convenience when the steel reinforcement cage transports.
Description
Technical Field
The application relates to the technical field of concrete structures, in particular to a concrete structure system.
Background
Water towers generally serve as water storage in residential areas, and some water towers are also an important component of the production process of water plants. The water tower is a high-rise structure for storing water and distributing water, and is used for maintaining and adjusting the water quantity and the water pressure in a water supply pipe network. Water towers are a relatively common and special structure in industrial and civil buildings. When the water tower is built, a mode of manufacturing a reinforcement cage on a construction site is generally adopted, and a mode of manufacturing the reinforcement cage and pouring cement is adopted in the process of pouring the water tower. But because the equipment for manufacturing the reinforcement cage on the construction site is limited, the working efficiency of workers is low.
At present, in order to solve the problem of low working efficiency of workers, the mode of prefabricating a reinforcement cage is usually adopted, then the reinforcement cage is transported to a specified place to be poured, so that the phenomenon that the workers need to manufacture the reinforcement cage on a construction site is reduced, and the working efficiency of the workers is improved.
In view of the above-mentioned related art, the inventor thinks that in the process of transporting the reinforcement cage, because the height of the reinforcement cage is higher, if the height of the transportation vehicle is higher with the reinforcement cage standing, if the length of the reinforcement cage lying on the transportation vehicle is longer, and then inconvenience is caused to the in-process of transporting the reinforcement cage.
SUMMERY OF THE UTILITY MODEL
In order to increase the convenience when the steel reinforcement cage transports, this application provides a concrete structure system.
The concrete structure system provided by the application adopts the following technical scheme:
a concrete structure system comprises a plurality of groups of reinforcement cages and concrete poured on the inner side and the outer side of each group of reinforcement cages, wherein each group of reinforcement cages comprises a plurality of support rods and a plurality of fixing rings fixedly arranged at the two ends and the middle part of each support rod, and the support rods are arranged perpendicular to the fixing rings; a plurality of the bracing pieces extend and are provided with connecting parts used for connecting adjacent reinforcement cages.
By adopting the technical scheme, when the reinforcement cages are needed to be used, a plurality of groups of reinforcement cages are placed on the transport vehicle in a lying or standing manner, and the height of the reinforcement cages is reduced due to the arrangement of the reinforcement cages, so that workers can conveniently transport the reinforcement cages; when pouring the water tower, place single set of steel reinforcement cage on the position that needs to build the water tower, then with the inside of water tower, solid fixed ring's inboard and outside are placed to outer mould, then pour cement between to two moulds, when pouring the completion to single set of steel reinforcement cage soon, place another set of steel reinforcement cage to the steel reinforcement cage upper portion of pouring the completion soon, make connecting portion on the bracing piece connect adjacent two sets of steel reinforcement cages, and then make adjacent two steel reinforcement cages become an organic whole, and then increase the rigidity of steel reinforcement cage, be convenient for the equipment of adjacent steel reinforcement cage, and then the convenience when having increased the steel reinforcement cage transportation.
Preferably, connecting portion are the coil spring form, and the free end of connecting portion and the inner wall butt of connecting portion outermost end, and the inside joint groove that supplies solid fixed ring joint that forms of connecting portion.
Through adopting above-mentioned technical scheme, when assembling two adjacent steel reinforcement cages, make solid fixed ring and the joint of one deck connecting portion down on the last layer steel reinforcement cage, when assembling adjacent two sets of steel reinforcement cages, make solid fixed ring on the last layer steel reinforcement cage and the joint groove joint of connecting portion on the next deck steel reinforcement cage, solid fixed ring on the next deck steel reinforcement cage and the joint groove joint on the last deck steel reinforcement cage connecting portion, after solid fixed ring and joint groove joint, the free end of connecting portion resumes the normal position under the effect of self elasticity, thereby reduce the phenomenon of solid fixed ring and joint groove separation and take place, and then realize the connection between the adjacent steel reinforcement cage, increase the wholeness of steel reinforcement cage.
Preferably, the opening direction of the clamping groove is towards the direction away from the fixing ring.
Through adopting the above-mentioned technical scheme, when assembling adjacent two sets of steel reinforcement cage, solid fixed ring on the upper strata steel reinforcement cage carries out the butt with connecting portion free end and outer end butt position earlier, then continue to put upper steel reinforcement cage down, make the retaining ring on the upper strata steel reinforcement cage extrude the free end and the outer end of connecting portion, and then make the retaining ring joint on the upper strata steel reinforcement cage to the joint inslot of the steel reinforcement cage upper junction portion of next floor, the retaining ring joint on the steel reinforcement cage on the next floor is to the connecting portion of upper strata steel reinforcement cage, and then make things convenient for the staff to connect adjacent two sets of steel reinforcement cage, improve staff's work efficiency.
Preferably, a plurality of one end of the supporting rod close to the connecting part is bent towards the circle center direction of the fixing ring, and the center of the clamping groove is arranged corresponding to the fixing ring.
Through adopting above-mentioned technical scheme, when connecting adjacent two sets of steel reinforcement cage for solid fixed ring on the upper story steel reinforcement cage and the joint groove joint on the lower story steel reinforcement cage, the solid fixed ring of lower story and the joint groove joint of upper story, the bracing piece is crooked towards the direction at solid fixed ring centre of a circle place, make the center in joint groove corresponding with solid fixed ring can make things convenient for the staff to be in the same place solid fixed ring and joint groove joint, and then the convenience when increasing adjacent two-layer steel reinforcement cage and connecting.
Preferably, the length of the free end of the connecting part abutting against the inner wall of the outer end of the connecting part is not less than 2 cm.
Through adopting above-mentioned technical scheme, when adjacent two-layer retaining ring extrudeed connecting portion free end and outermost end, the free end of connecting portion and the length of connecting portion outer end inner wall butt are not less than 2 centimetres can increase the distance of one deck steel reinforcement cage and lower floor steel reinforcement cage relative motion, reduce the back of connecting adjacent steel reinforcement cage, unstable phenomenon between the adjacent steel reinforcement cage reduces solid fixed ring and connecting portion and takes off the card, and then stability when increasing the steel reinforcement cage and acting on.
Preferably, the connecting parts are arranged at one end of the supporting rod, and the adjacent connecting parts are arranged on the supporting rod in a staggered manner; a plurality of the bracing piece is kept away from the one end extension of connecting portion and is provided with the connecting rod, and the connecting rod cup joints with the bracing piece on the adjacent steel reinforcement cage.
Through adopting above-mentioned technical scheme, when connecting adjacent two sets of steel reinforcement cages, make the connecting rod on the one deck steel reinforcement cage cup joint with the bracing piece on the one deck steel reinforcement cage down, the connecting rod on the one deck steel reinforcement cage down cup joints with the bracing piece on the one deck steel reinforcement cage, and then make the connecting rod on the adjacent two-layer steel reinforcement cage support and lead the steel reinforcement cage on upper strata, reduce and take place to rock relatively between one deck steel reinforcement cage and the one deck steel reinforcement cage down, and then increase the stability between the adjacent steel reinforcement cage.
Preferably, a plurality of the supporting rods are fixedly provided with a connecting cylinder at one end close to the connecting part, and the connecting rods are sleeved with the connecting cylinders.
Through adopting above-mentioned technical scheme, when the connecting rod on the upper strata steel reinforcement cage cup joints with the bracing piece on the lower floor steel reinforcement cage, the connecting rod cup joints with the connecting cylinder, and then increases the convenience when two adjacent steel reinforcement cages are connected.
Preferably, gu be provided with a plurality of gag lever posts on the fixed ring, and the middle part of a plurality of gag lever posts and bracing piece and the equal vertical fixation of fixed ring set up, and the length of gag lever post equals the thickness of pouring of concrete.
Through adopting above-mentioned technical scheme, when installing centre form and external mold to the steel reinforcement cage for gag lever post and centre form and external mold butt, and then make bracing piece and solid fixed ring be located between centre form and the external mold, and then make after pouring the concrete, the steel reinforcement cage is located the concrete intermediate position, and then reduces the eccentric position that the reinforcing bar is located the concrete.
To sum up, the utility model discloses a following at least one useful technological effect:
1. by arranging the multiple groups of reinforcement cages, the concrete, the supporting rods, the fixing rings and the connecting parts, when the reinforcement cages are needed to be used, the multiple groups of reinforcement cages are placed on a transport vehicle in a lying or standing mode, and the heights of the reinforcement cages are reduced due to the arrangement of the multiple groups of reinforcement cages, so that workers can conveniently transport the reinforcement cages; when the water tower is poured, a single set of reinforcement cage is placed at a position where the water tower needs to be built, then inner and outer molds of the water tower are placed at the inner side and the outer side of the fixing ring, then cement is poured between the two molds, when the single set of reinforcement cage is to be poured, the other set of reinforcement cage is placed at the upper part of the reinforcement cage to be poured, so that the connecting part on the supporting rod is used for connecting the two adjacent sets of reinforcement cages, the two adjacent reinforcement cages are integrated, the rigidity of the reinforcement cage is further increased, the assembly of the adjacent reinforcement cages is facilitated, and the convenience in the transportation of the reinforcement cage is further increased;
2. by arranging the connecting cylinder, when the connecting rod on the upper layer of reinforcement cage is sleeved with the supporting rod on the lower layer of reinforcement cage, the connecting rod is sleeved with the connecting cylinder, so that the convenience in connecting two adjacent reinforcement cages is improved;
3. through setting up the gag lever post, when installing centre form and external mold to the steel reinforcement cage for gag lever post and centre form and external mold butt, and then make bracing piece and solid fixed ring be located between centre form and the external mold, and then make after pouring the concrete, the steel reinforcement cage is located the concrete intermediate position, and then reduces the eccentric position that the reinforcing bar is located the concrete.
Drawings
Fig. 1 is a schematic structural diagram of the present application.
Reference numeral, 100, a reinforcement cage; 110. a support bar; 111. a connecting portion; 112. a clamping groove; 113. a connecting rod; 114. a connecting cylinder; 120. a fixing ring; 121. a limiting rod; 200. and (3) concrete.
Detailed Description
The following application is described in further detail with reference to the accompanying drawings.
Referring to fig. 1, a concrete structure system includes a plurality of sets of reinforcement cages 100 and concrete 200 poured on inner and outer sides of the sets of reinforcement cages 100, each set of reinforcement cages 100 includes a plurality of support rods 110 and a plurality of fixing rings 120 fixedly welded to both ends and a middle portion of each support rod 110, and each support rod 110 is perpendicular to the fixing rings 120. The plurality of support rods 110 are installed in an extending mode to connect the connecting portions 111 of the adjacent reinforcement cages 100, each connecting portion 111 is in a coil spring shape, the free end of each connecting portion 111 abuts against the inner wall of the outermost end of the corresponding connecting portion 111, the abutting length of the free end of each connecting portion 111 and the inner wall of the outer end of the corresponding connecting portion 111 is 2.5 centimeters, and a clamping groove 112 for clamping the fixing ring 120 is formed in each connecting portion 111. After the fixing ring 120 is clamped with the clamping groove 112, the free end of the connecting portion 111 is restored to be abutted to the outermost end of the connecting portion 111 under the action of self elasticity, and the length of the free end of the connecting portion 111 and the abutting length of the inner wall of the outer end of the connecting portion 111 are 2.5 centimeters, so that the free end and the abutting length of the outermost end of the connecting portion 111 can be guaranteed to be more stable.
In order to increase the convenience of connecting the adjacent reinforcement cages 100, the opening direction of the catching groove 112 is a direction away from the fixing ring 120. One end of the support rods 110 close to the connecting portion 111 is bent toward the center of the fixing ring 120, and the center of the engaging groove 112 is disposed corresponding to the fixing ring 120. When the upper layer of reinforcement cage 100 and the lower layer of reinforcement cage 100 are connected, only the fixing ring 120 on the upper layer of reinforcement cage 100 and the fixing ring 120 on the lower layer of reinforcement cage 100 need to be concentric, so that the two adjacent layers of reinforcement cages 100 can be connected conveniently.
In order to increase the stability between two adjacent reinforcement cages 100, the connecting portions 111 are integrally formed at one end of the support rod 110, and the adjacent connecting portions 111 are alternately arranged on the support rod 110. One end of each support rod 110 far away from the connecting portion 111 is extended to form a connecting rod 113 in an integrated mode, one end of each support rod 110 near the connecting portion 111 is fixedly welded with a connecting cylinder 114, and the connecting rods 113 are sleeved with the connecting cylinders 114.
In order to enable the reinforcement cage 100 to be located in the middle of the concrete 200 in the thickness direction, a plurality of limiting rods 121 are welded to the fixing ring 120, the middle portions of the limiting rods 121 are perpendicular to the supporting rod 110 and the fixing ring 120, and the length of the limiting rods 121 is equal to the pouring thickness of the concrete 200. When installing interior outer mould to steel reinforcement cage 100 for the both ends of gag lever post 121 respectively with centre form and external mold butt, and then guarantee that steel reinforcement cage 100 is located the intermediate position of concrete 200 thickness direction.
The concrete structure system of the embodiment of the application has the implementation principle that: when the water tower is constructed, a plurality of groups of reinforcement cages 100 which are prefabricated in advance are transported to the position where the water tower is constructed. Then a group of reinforcement cages 100 are erected at the position where the water tower is built, then an inner mold and an outer mold of the water tower are respectively installed inside and outside the reinforcement cages 100, so that limiting rods 121 on the reinforcement cages 100 are abutted to the inner mold and the outer mold, and the reinforcement cages 100 are located at the positions between the inner mold and the outer mold. Concrete 200 is then poured between the inner and outer molds such that concrete 200 is located on both sides of reinforcement cage 100. After will pouring a set of steel reinforcement cage 100, hoist next set of steel reinforcement cage 100, make next set of steel reinforcement cage 100 be located the steel reinforcement cage 100 that will pour the completion positive upper portion, make connecting rod 113 on the adjacent steel reinforcement cage 100 corresponding with connecting cylinder 114, then transfer next set of steel reinforcement cage 100, make solid fixed ring 120 on the adjacent steel reinforcement cage 100 and the hookup location butt of connecting portion 111 free end and outermost end, continue to transfer next set of steel reinforcement cage 100, make solid fixed ring 120 extrude the hookup location of connecting portion 111 free end and outermost end, thereby realize solid fixed ring 120 and the joint groove 112 joint on the adjacent two sets of steel reinforcement cage 100. After the fixing ring 120 is clamped with the clamping groove 112, the free end of the connecting portion 111 is restored to be abutted to the outermost end of the connecting portion 111 under the action of elasticity of the free end, and therefore the phenomenon that the fixing ring 120 is separated from the clamping groove 112 is reduced.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.
Claims (8)
1. A concrete structure system, characterized by: the concrete reinforcing cage comprises a plurality of groups of reinforcing cages (100) and concrete (200) poured on the inner side and the outer side of each group of reinforcing cages (100), wherein each group of reinforcing cages (100) comprises a plurality of supporting rods (110) and a plurality of fixing rings (120) fixedly arranged at the two ends and the middle part of each supporting rod (110), and the supporting rods (110) are perpendicular to the fixing rings (120); and a plurality of support rods (110) extend to form connecting parts (111) for connecting adjacent reinforcement cages (100).
2. A concrete structure system as claimed in claim 1, wherein: connecting portion (111) are the coil spring form, and the free end of connecting portion (111) and the inner wall butt of connecting portion (111) outermost end, and the inside joint groove (112) that supply solid fixed ring (120) joint that form of connecting portion (111).
3. A concrete structure system as claimed in claim 2, wherein: the opening direction of the clamping groove (112) is towards the direction far away from the fixing ring (120).
4. A concrete structure system as claimed in claim 3, wherein: the supporting rods (110) are bent towards the circle center direction of the fixing ring (120) at one end close to the connecting part (111), and the center of the clamping groove (112) is arranged corresponding to the fixing ring (120).
5. A concrete structure system according to claim 4, wherein: the length of the free end of the connecting part (111) in contact with the inner wall of the outer end of the connecting part (111) is not less than 2 cm.
6. A concrete structure system as claimed in claim 1, wherein: the connecting parts (111) are arranged at one end of the supporting rod (110), and the adjacent connecting parts (111) are arranged on the supporting rod (110) in a staggered manner; a plurality of one end of the support rod (110) far away from the connecting part (111) extends to form a connecting rod (113), and the connecting rod (113) is sleeved with the support rod (110) on the adjacent steel reinforcement cage (100).
7. A concrete structure system as claimed in claim 6, wherein: a connecting cylinder (114) is fixedly arranged at one end of the supporting rods (110) close to the connecting part (111), and the connecting rod (113) is sleeved with the connecting cylinder (114).
8. A concrete structure system as claimed in claim 1, wherein: the concrete pouring device is characterized in that a plurality of limiting rods (121) are arranged on the fixing ring (120), the middle parts of the limiting rods (121) are vertically fixed with the supporting rod (110) and the fixing ring (120), and the length of each limiting rod (121) is equal to the pouring thickness of concrete (200).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021328994.7U CN212957947U (en) | 2020-07-09 | 2020-07-09 | Concrete structure system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021328994.7U CN212957947U (en) | 2020-07-09 | 2020-07-09 | Concrete structure system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212957947U true CN212957947U (en) | 2021-04-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021328994.7U Active CN212957947U (en) | 2020-07-09 | 2020-07-09 | Concrete structure system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212957947U (en) |
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2020
- 2020-07-09 CN CN202021328994.7U patent/CN212957947U/en active Active
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| Date | Code | Title | Description |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: Room 2701, 1936 Chuangye Avenue, Huangpu District, Guangzhou City, Guangdong Province, 510000 (office only) Patentee after: Guangdong Hengshi Construction Group Co.,Ltd. Address before: Room 2701, 1936 Kaichuang Avenue, Huangpu District, Guangzhou, Guangdong 510700 Patentee before: Guangdong Hengshi Construction Engineering Co.,Ltd. |
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| CP03 | Change of name, title or address |