CN206815648U - A kind of precast member for reinforcing bar concrete for being used to build - Google Patents
A kind of precast member for reinforcing bar concrete for being used to build Download PDFInfo
- Publication number
- CN206815648U CN206815648U CN201720692720.8U CN201720692720U CN206815648U CN 206815648 U CN206815648 U CN 206815648U CN 201720692720 U CN201720692720 U CN 201720692720U CN 206815648 U CN206815648 U CN 206815648U
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- preformed layer
- concrete
- suspension ring
- build
- prefabricated element
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Abstract
A kind of precast member for reinforcing bar concrete for being used to build of the utility model, including X-shaped steel rib bone, steel hoop rib, spacer bar, suspension ring and nut；The centre of the concrete prefabricated element is provided with annular groove；The inner side of the annular groove is fixed and is inlaid with multigroup X-shaped steel rib bone, and the upper and lower ends of X-shaped steel rib bone are respectively connected with steel hoop rib；The top of the outer preformed layer and interior preformed layer is installed with three groups of spacer bars, and the outside of outer preformed layer on the inside of interior preformed layer with being respectively connected with suspension ring；Fixation is inlaid with nut in the inner chamber of the lifting hole(eyelet).The setting of the new six groups of suspension ring of this practicality, increase the stability of equilibrium during concrete prefabricated element integral hoisting, the setting of the dismountable suspension ring of the utility model, be advantageous to pull down suspension ring after lifting terminates, increase overall aesthetic property, the setting of spacer bar, relatively moved after avoiding two groups of concrete prefabricated element assemblings.
Description
Technical field
It the utility model is related to technical field of buildings, more particularly to a kind of precast member for reinforcing bar concrete for being used to build.
Background technology
Concrete prefabricated element have the characteristics that quality easily ensure, install convenient, profile it is various attractive in appearance, it can be in work
Factory produces concrete prefabricated element for building, and can is by window frame, pipeline when concrete prefabricated structural board is manufactured in factory
Also together make, can be to be mounted directly to after handling to building site on building, the speed of construction can be greatly speeded up, and
Quality can ensure, therefore increasingly be liked by architect.
The present inventor has found in an assembling process, in existing precast member for reinforcing bar concrete, to prefabricated part hanging
During prefabricated components can not effectively keep balancing, be not easy to the assembling in later stage, prefabricated components easily occur relative after assembling
It is mobile, overall steadiness is influenceed, unsightly.
Then, inventor in view of this, adhere to the relevant industries for many years it is abundant design and develop and the experience of actual fabrication,
For existing structure and missing study improvement, there is provided it is a kind of for building precast member for reinforcing bar concrete, to up to
To the purpose with more more practical value.
Utility model content
The purpose of this utility model is to provide a kind of precast member for reinforcing bar concrete for being used to build, to solve the above-mentioned back of the body
Prefabricated components can not effectively keep balancing in the hoisting process proposed in scape technology, be not easy to the assembling in later stage, pre- after assembling
Component processed easily relatively moves, and influences overall steadiness, inaesthetic problem.
The utility model is used for the purpose and effect for the precast member for reinforcing bar concrete built, by technological means in detail below
Reached：
A kind of precast member for reinforcing bar concrete for being used to build, it is characterised in that：The described reinforced concrete for being used to build
Native prefabricated components include：
Concrete prefabricated element, outer preformed layer, interior preformed layer, X-shaped steel rib bone, steel hoop rib, spacer bar, hang
Ring, annular groove, locating slot, rebar connector, lifting hole(eyelet) and nut；
The concrete prefabricated element is collectively constituted by outer preformed layer and interior preformed layer, and the centre of concrete prefabricated element
Provided with annular groove；The inner side of the annular groove is fixed and is inlaid with multigroup X-shaped steel rib bone, and the upper and lower ends of X-shaped steel rib bone
It is respectively connected with steel hoop rib；It is connected between the X-shaped steel rib bone and steel hoop rib by rebar connector；Institute
The top for stating outer preformed layer and interior preformed layer is installed with three groups of spacer bars, and the outside of outer preformed layer and interior preformed layer
Inner side be respectively connected with suspension ring；The lifting hole(eyelet) is respectively provided at the outside of outer preformed layer and the inner side of interior preformed layer, and lifting hole(eyelet) is interior
Fixation is inlaid with nut in chamber.
Further, the concrete prefabricated element is collectively constituted by outer preformed layer and interior preformed layer, and concrete prefabricated
Member bottom section is enclosed construction.
Further, the X-shaped steel rib bone is arranged on the inner side of concrete prefabricated element with steel hoop rib interval.
Further, the suspension ring are arranged on the inner side of nut by screw, and three groups of suspension ring are with concrete prefabricated element
Center it is arranged in a ring.
Further, the bottom of the concrete prefabricated element is provided with three groups of diameters more than the positioning with spacer bar diameter
Groove, and the installation site of spacer bar is corresponding with the position of locating slot.
With existing structure in comparison, the utility model has the following advantages that：
1. the outer preformed layer of the utility model is respectively connected with three groups of suspension ring with interior preformed layer, be advantageous to increase in hoisting process
The overall stability of equilibrium of concrete prefabricated element, is easy to the assembling of later stage prefabricated components.
2. the setting of the dismountable suspension ring of the utility model, be advantageous to pull down suspension ring after lifting terminates, convenient work
The use of personnel, while the overall aesthetic property of concrete prefabricated element can be increased.
3. the setting of the utility model spacer bar, be advantageous to that two groups of concrete prefabricated elements are fixed on the positioning, keep away
Relatively moved after exempting from two groups of concrete prefabricated element assemblings.
4. the utility model uses spaced X-shaped steel rib bone and steel hoop rib, it is pre- concrete can be improved
The overall steadiness of component processed.
5. the utility model is provided with annular groove, the weight in hoisting process can be reduced, lifting uses concrete pair after terminating
Annular groove, which carries out filling, can improve overall steadiness.
Brief description of the drawings
Fig. 1 is the utility model overlooking the structure diagram；
Fig. 2 is the utility model present invention looks up structural representation；
Fig. 3 is the utility model Section A-A structural representation；
Fig. 4 is the utility model positive structure schematic；
Fig. 5 is structural representation after the dismounting of the utility model suspension ring；
Fig. 6 is mplifying structure schematic diagram at the utility model B；
Fig. 7 is structural representation after two groups of prefabricated components assemblings of the utility model.
In figure：1st, concrete prefabricated element, 2, outer preformed layer, 3, interior preformed layer, 4, X-shaped steel rib bone, 5, steel hoop
Rib, 6, spacer bar, 7, suspension ring, 8, annular groove, 9, locating slot, 10, rebar connector, 11, lifting hole(eyelet), 12, nut.
Embodiment
Below, embodiment of the present utility model is will be explained in, the example is shown in the accompanying drawings and the description below.Although will
The utility model is described with reference to exemplary embodiment, it is to be understood that the description does not really want the utility model to be limited to this to show
The embodiment of example property.On the contrary, the utility model will not only cover the exemplary embodiment, but also cover various replacements,
Change, equivalent and other embodiment, it can be included in spirit of the present utility model and the model that appended claims are limited
In enclosing.
Such as accompanying drawing 1 to accompanying drawing 7, a kind of precast member for reinforcing bar concrete for being used to build, include：
Concrete prefabricated element 1, outer preformed layer 2, interior preformed layer 3, X-shaped steel rib bone 4, steel hoop rib 5, positioning steel
Muscle 6, suspension ring 7, annular groove 8, locating slot 9, rebar connector 10, lifting hole(eyelet) 11 and nut 12；
Concrete prefabricated element 1 is collectively constituted by outer preformed layer 2 and interior preformed layer 3, and the centre of concrete prefabricated element 1
Provided with annular groove 8；The inner side of annular groove 8 is fixed and is inlaid with multigroup X-shaped steel rib bone 4, and the upper and lower ends of X-shaped steel rib bone 4
It is respectively connected with steel hoop rib 5；It is connected between X-shaped steel rib bone 4 and steel hoop rib 5 by rebar connector 10；
The top of outer preformed layer 2 and interior preformed layer 3 is installed with three groups of spacer bars 6, and the outside of outer preformed layer 2 with it is interior prefabricated
The inner side of layer 3 is respectively connected with suspension ring 7；Lifting hole(eyelet) 11 is respectively provided at the outside of outer preformed layer 2 and the inner side of interior preformed layer 3, and lifting hole(eyelet)
Fixation is inlaid with nut 12 in 11 inner chamber.
The preferred embodiment of the precast member for reinforcing bar concrete for being used to build as described above, wherein, it is concrete prefabricated
Component 1 is collectively constituted by outer preformed layer 2 and interior preformed layer 3, and the bottom of concrete prefabricated element 1 is enclosed construction, avoids filling
Toward being leaked when concrete is loaded inside annular groove 8 after the completion of matching somebody with somebody；
The preferred embodiment of the precast member for reinforcing bar concrete for being used to build as described above, wherein, X-shaped steel rib bone
4 are arranged on the inner side of concrete prefabricated element 1 with the interval of steel hoop rib 5, can improve whole after concrete prefabricated element 1 assembles
The steadiness of body；
The preferred embodiment of the precast member for reinforcing bar concrete for being used to build as described above, wherein, suspension ring 7 pass through spiral shell
Silk is arranged on the inner side of nut 12, and three groups of suspension ring 7 are arranged in a ring with the center of concrete prefabricated element 1, are advantageous to hanging
Increase the overall stability of equilibrium of concrete prefabricated element 1 during dress, be easy to the assembling of later stage prefabricated components；
The preferred embodiment of the precast member for reinforcing bar concrete for being used to build as described above, wherein, it is concrete prefabricated
The bottom of component 1 is provided with three groups of diameters more than the locating slot 9 with the diameter of spacer bar 6, and the installation site of spacer bar 6 is with determining
The position of position groove 9 is corresponding, two groups of concrete prefabricated elements 1 can be assembled with locating slot 9 by spacer bar 6, avoided
Two groups of concrete prefabricated elements 1 relatively move after assembling.
The operation principle of the present embodiment：
Suspension ring 7 are fixed on to the inner side of nut 12 by screw first, hung afterwards by the suspension hook of steel wire rope bottom
On the suspension ring 7 in the outer outside of preformed layer 2, the other end of steel wire rope is hung over into the interior inner side of preformed layer 3 relatively by the suspension hook of bottom
On the suspension ring 7 answered, three groups of suspension ring 7 in the external outside of preformed layer 2 and the interior inner side of preformed layer 3 are attached successively, then by hanging
Installing is standby to be lifted by crane to concrete prefabricated element 1, and concrete is seated among concrete prefabricated element 1 by lifting after terminating
In annular groove 8, and suspension ring 7 are pulled down, second group of concrete prefabricated element 1 lifted by crane by above method afterwards, and leads to
Cross the locating slot 9 of bottom and the spacer bar 6 at first group of top of concrete prefabricated element 1 carries out Matching installation, avoid two groups from mixing
Solidifying native prefabricated components 1 relatively move after assembling, and in practical application experiment, the design is relative to the other productions in market this area
Product, the performance higher than its 90% or so.
It should be noted that the standardized element that uses of the utility model can commercially, shaped piece according to
Specification and accompanying drawing record can carry out customized, and the specific connected mode of each part is using ripe in the prior art
Bolt, rivet, the conventional meanses such as welding, machinery, part and equipment are using in the prior art, conventional model, inventor
It will not be described in detail herein.
In summary, although the utility model is described in detail with reference to the foregoing embodiments, for this area
For technical staff, it can still modify to the technical scheme described in foregoing embodiments, or to which part
Technical characteristic carries out equivalent substitution, all within the spirit and principles of the utility model, any modification for being made, equivalent substitution,
Improve etc., it should be included within the scope of protection of the utility model.
Claims (5)
- A kind of 1. precast member for reinforcing bar concrete for being used to build, it is characterised in that：The described armored concrete for being used to build Prefabricated components include：Concrete prefabricated element, outer preformed layer, interior preformed layer, X-shaped steel rib bone, steel hoop rib, spacer bar, suspension ring, Annular groove, locating slot, rebar connector, lifting hole(eyelet) and nut；The concrete prefabricated element is collectively constituted by outer preformed layer and interior preformed layer, and the centre of concrete prefabricated element is provided with Annular groove；The inner side of the annular groove is fixed and is inlaid with multigroup X-shaped steel rib bone, and the upper and lower ends of X-shaped steel rib bone connect It is connected to steel hoop rib；It is connected between the X-shaped steel rib bone and steel hoop rib by rebar connector；It is described outer The top of preformed layer and interior preformed layer is installed with three groups of spacer bars, and the outside of outer preformed layer and interior preformed layer is interior Side is respectively connected with suspension ring；The lifting hole(eyelet) is respectively provided at the outside of outer preformed layer and the inner side of interior preformed layer, and in the inner chamber of lifting hole(eyelet) Fixation is inlaid with nut.
- 2. the precast member for reinforcing bar concrete according to claim 1 for being used to build, it is characterised in that：The concrete is pre- Component processed is collectively constituted by outer preformed layer and interior preformed layer, and concrete prefabricated element bottom is enclosed construction.
- 3. the precast member for reinforcing bar concrete according to claim 1 for being used to build, it is characterised in that：The X-shaped steel muscle Rib is arranged on the inner side of concrete prefabricated element with steel hoop rib interval.
- 4. the precast member for reinforcing bar concrete according to claim 1 for being used to build, it is characterised in that：The suspension ring pass through Screw is arranged on the inner side of nut, and three groups of suspension ring are arranged in a ring with the center of concrete prefabricated element.
- 5. the precast member for reinforcing bar concrete according to claim 1 for being used to build, it is characterised in that：The concrete is pre- The bottom of component processed is more than the locating slot with spacer bar diameter, and the installation site of spacer bar and positioning provided with three groups of diameters The position of groove is corresponding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720692720.8U CN206815648U (en) | 2017-06-15 | 2017-06-15 | A kind of precast member for reinforcing bar concrete for being used to build |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720692720.8U CN206815648U (en) | 2017-06-15 | 2017-06-15 | A kind of precast member for reinforcing bar concrete for being used to build |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206815648U true CN206815648U (en) | 2017-12-29 |
Family
ID=60760220
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720692720.8U Expired - Fee Related CN206815648U (en) | 2017-06-15 | 2017-06-15 | A kind of precast member for reinforcing bar concrete for being used to build |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206815648U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590162A (en) * | 2018-05-10 | 2018-09-28 | 文金龙 | It is molded complete slab column（Wall）PC exempts from form removal shell and its production method and site construction technology |
-
2017
- 2017-06-15 CN CN201720692720.8U patent/CN206815648U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108590162A (en) * | 2018-05-10 | 2018-09-28 | 文金龙 | It is molded complete slab column（Wall）PC exempts from form removal shell and its production method and site construction technology |
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171229 Termination date: 20180615 |
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| CF01 | Termination of patent right due to non-payment of annual fee |