CN202370101U - Precast beam plate connecting structure - Google Patents
Precast beam plate connecting structure Download PDFInfo
- Publication number
- CN202370101U CN202370101U CN 201120515407 CN201120515407U CN202370101U CN 202370101 U CN202370101 U CN 202370101U CN 201120515407 CN201120515407 CN 201120515407 CN 201120515407 U CN201120515407 U CN 201120515407U CN 202370101 U CN202370101 U CN 202370101U
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- CN
- China
- Prior art keywords
- precast
- precast beam
- shell
- bed die
- connecting structure
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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.)
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Abstract
The utility model relates to a building member, particularly to a precast beam plate connecting structure. The precast beam plate connecting structure comprises a groove-type precast beam housing and a precast floorslab bottom die, wherein a lateral embossment for supporting the precast floorslab bottom die is arranged at an outer groove opening of the precast beam housing. The precast beam plate connecting structure adopting the technical scheme can be quickly constructed and has high standardization level.
Description
Technical field
The utility model relates to a kind of building member, is specifically related to a kind of precast beam syndeton.
Background technology
Along with the development of urbanization process, the high buildings and large mansions construction is quick, and in order to satisfy the quake-resistant safety requirement, existing high-rise building adopts the integrated poured building frame of steel concrete more, and then on building frame, builds divider wall.The building frame structure generally comprises load bearing wall, post, beam and floor, and its central sill and floor adopt steel concrete to accomplish to the moulding of template one-time-concreting more.
Template is built at the needs scene of tradition one-time cast-forming beam and floor; Be faced with some following problems in its use: 1, because template needs the workman to measure at the construction field (site) and installs, beam slab junction particularly; Not only dimensional accuracy is low, and the slit combines defective tightness; 2, behind the beam and sheet metal forming of cast-in-situ concrete, also need stripping, this influences the speed of application of beam slab greatly.Therefore be badly in need of wanting a kind of new type formwork alternative structure to realize the moulding by casting of beam slab.
The utility model content
But the technical problem that the utility model will solve provides a kind of rapid construction and the high precast beam syndeton of standardization level.
In order to solve the problems of the technologies described above, the utility model provides a kind of precast beam syndeton, includes the precast beam shell and the precast floor slab bed die of grooved, and the exterior notch of said precast beam shell is provided with in order to support the lateral protrusions of precast floor slab bed die.
Flute profile precast beam shell is the mill work of concrete or other materials, and its inside is provided with stirrup, and in order to substitute traditional template, its processing is wanted standard than workman's in-site measurement and mounting template.The precast floor slab bed die is the mill work of concrete or other materials, is provided with gauze wire cloth in it, in order to substituting traditional template, and finally constitutes the part of floor.
Adopt the precast beam syndeton of the utility model technical scheme to have following advantage: 1; Owing to adopt the precast floor slab bed die directly to be fixed on the syndeton of grooved precast beam shell; Than traditional formwork structure, its slit is few, and can be used as the part of beam and plate behind the fluid concrete; Need not to remove, so speed of application is fast; 2, because precast floor slab bed die and grooved precast beam shell are mill work, than the field fabrication template, its precision is high, and standardization level is high.
As preferred version, consider the convenience of installation, further reduce cost simultaneously, limit described convexity and be prefabricated component with precast beam shell one.
As preferred version; The inner corner trim that the convexity of considering side direction possibly influence beam slab is attractive in appearance; Therefore the exterior notch at said precast beam shell is provided with bolt hole, and said lateral protrusions is through the exterior notch of bolt to the precast beam shell, like this after the cast-in-place moulding of beam slab; Can remove lateral protrusions, thereby not influence the inner corner trim that the beam slab junction forms.
Further, can have lower cost again in order to make lateral protrusions promptly have bigger support strength, limiting described lateral protrusions is angle steel.
Description of drawings
Below in conjunction with the accompanying drawing and the specific embodiment the utility model is done further detailed explanation:
Fig. 1 is the cross-sectional view of precast beam syndeton among the utility model embodiment 1;
Fig. 2 is the cross-sectional view of precast beam syndeton among the utility model embodiment 2.
The specific embodiment
As shown in Figure 1; The utility model provides a kind of precast beam syndeton; Include the precast beam shell 1 and precast floor slab bed die 2 of grooved; The exterior notch of precast beam shell 1 convexes to form one laterally, and precast beam shell 1 is the concrete precast element of one with boss 3 in order to support the boss 3 of precast floor slab bed die 2, and precast floor slab bed die 2 is a concrete precast element.
During use, only need elder generation that the precast beam shell 1 of grooved is installed on the column cap, precast floor slab bed die 2 is being installed on the boss 3.Then precast beam shell 1 and precast floor slab bed die 2 are carried out support fixation respectively; And the cage of reinforcement of arrangement beam and plate; Carry out the beam slab that concrete pouring is integrally formed at last, precast beam shell 1 and the ingredient of precast floor slab bed die 2 as beam slab need not to remove after the moulding.
As shown in Figure 2; The utility model provides a kind of precast beam syndeton; Include precast beam shell 5, precast floor slab bed die 6 and the angle steel 7 of grooved, wherein, the exterior notch of precast beam shell 5 outside is provided with the pre-embedded bolt hole; Angle steel 7 can constitute the boss that supports precast floor slab bed die 6 laterally through the exterior notch that bolt is connected to precast beam shell 5, and the precast beam shell 5 and the precast floor slab bed die 6 of grooved are factory's concrete precast element.
During use, only need elder generation that the precast beam shell 5 of grooved is installed on the column cap, on the boss that precast floor slab bed die 6 is installed to angle steel 7 formations.Then precast beam shell 5 and precast floor slab bed die 6 are carried out support fixation respectively; And the cage of reinforcement of arrangement beam and plate; Carry out the beam slab that concrete pouring is integrally formed at last, remove angle steel 7 after the moulding, precast beam shell 5 keeps with the ingredient of precast floor slab bed die 6 as beam slab; The inner corner trim clearly that forms of beam slab junction like this, outward appearance is beautiful.
Above-described only is the preferred implementation of the utility model; Should be understood that for a person skilled in the art; Under the prerequisite that does not break away from the utility model structure, can also make some distortion and improvement, such as simple structure and the structure that changes boss; These can not influence effect and practical applicability that the utility model is implemented, should belong to the protection domain of the utility model yet.
Claims (4)
1. precast beam syndeton is characterized in that: include the precast beam shell and the precast floor slab bed die of grooved, the exterior notch of said precast beam shell is provided with in order to support the lateral protrusions of precast floor slab bed die.
2. precast beam syndeton as claimed in claim 1 is characterized in that: described lateral protrusions is the prefabricated component with precast beam shell one.
3. precast beam syndeton as claimed in claim 1 is characterized in that: the exterior notch of said precast beam shell is provided with bolt hole, and said lateral protrusions is through the exterior notch of bolt to the precast beam shell.
4. precast beam syndeton as claimed in claim 3 is characterized in that: described lateral protrusions is an angle steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120515407 CN202370101U (en) | 2011-12-12 | 2011-12-12 | Precast beam plate connecting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201120515407 CN202370101U (en) | 2011-12-12 | 2011-12-12 | Precast beam plate connecting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202370101U true CN202370101U (en) | 2012-08-08 |
Family
ID=46593809
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201120515407 Expired - Lifetime CN202370101U (en) | 2011-12-12 | 2011-12-12 | Precast beam plate connecting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202370101U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102433937A (en) * | 2011-12-12 | 2012-05-02 | 中冶建工集团有限公司 | Precast beam slab connecting structure |
-
2011
- 2011-12-12 CN CN 201120515407 patent/CN202370101U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102433937A (en) * | 2011-12-12 | 2012-05-02 | 中冶建工集团有限公司 | Precast beam slab connecting structure |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20120808 |
|
| CX01 | Expiry of patent term |