CN103088948A - Floor plate truss pouring structure - Google Patents
Floor plate truss pouring structure Download PDFInfo
- Publication number
- CN103088948A CN103088948A CN2013100453844A CN201310045384A CN103088948A CN 103088948 A CN103088948 A CN 103088948A CN 2013100453844 A CN2013100453844 A CN 2013100453844A CN 201310045384 A CN201310045384 A CN 201310045384A CN 103088948 A CN103088948 A CN 103088948A
- Authority
- CN
- China
- Prior art keywords
- concrete beam
- floor
- truss
- support plate
- stirrup
- 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.)
- Pending
Links
Images
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention relates to the building field, in particular to a floor plate truss pouring structure. The floor plate truss pouring structure comprises a concrete beam and a floor support plate, and the floor support plate is arranged above the concrete beam and provided with a connecting part connected with the concrete beam. The floor plate truss pouring structure can effectively improve labor efficiency, reduce construction difficulty, and meanwhile can benefit to fully using of bearing effect of the concrete beam.
Description
Technical field
The present invention relates to building field, particularly a kind of floor plates truss cast structure.
Background technology
Floor plates truss cast structure of the prior art as shown in Figure 1, floor plates 2 generally all is distributed in the both sides of concrete beam 1, making needs to pour into a mould respectively in the both sides of concrete beam in construction, thereby do not take full advantage of on the one hand the supporting role of concrete beam, also cause on the other hand difficulty of construction large, efficiency is lower.
Summary of the invention
The purpose of this invention is to provide a kind of floor plates truss cast structure, can effectively raise labour efficiency, reduce difficulty of construction, also be conducive to take full advantage of simultaneously the supporting role of concrete beam.
Above-mentioned technical purpose of the present invention is achieved by the following technical programs: a kind of floor plates truss cast structure, comprise concrete beam and floor support plate, described floor support plate is located at the top of described concrete beam, and described floor support plate has the connecting portion that is connected in described concrete beam.
As of the present invention preferred, described connecting portion comprises the stirrup that inserts described concrete beam.
As of the present invention preferred, described stirrup takes the shape of the letter U.
As of the present invention preferred, described connecting portion comprises linking muscle, the fixedly muscle of fixing described linking muscle that four pieces minute two rows be arranged in parallel, be fixedly connected on described linking muscle and insert the stirrup of described concrete beam.
As of the present invention preferred, described stirrup takes the shape of the letter U.
In sum, the present invention has following beneficial effect: floor plates is positioned at the setting of concrete beam top, be conducive to take full advantage of on the one hand the supporting role of concrete beam, such floor can stride across many concrete beam on the other hand, both can improve the area coverage of monolithic floor plates, also can greatly improve workman's efficiency, reduce difficulty of construction; Arranging of connecting portion can make floor plates and concrete beam form reliably an integral body.
Description of drawings
Fig. 1 is the background technology schematic diagram;
Fig. 2 is the embodiment schematic diagram.
In figure, 1, concrete beam, 2, floor support plate, 3, connecting portion, 31, stirrup, 32, be connected muscle, 33, fixing muscle.
The specific embodiment
Below in conjunction with accompanying drawing, the present invention is described in further detail.
This specific embodiment is only explanation of the invention; it is not limitation of the present invention; those skilled in the art can make to the present embodiment the modification that there is no creative contribution as required after reading this manual, but as long as all are subject to the protection of Patent Law in claim scope of the present invention.
Embodiment: a kind of floor plates truss cast structure, as shown in Figure 2, comprise concrete beam 1 and floor support plate 2, floor support plate 2 is located at the top of concrete beam 1, and floor support plate 2 has the connecting portion 3 that is connected in concrete beam 1; Connecting portion 3 comprises the linking muscle 32 that four pieces minutes two rows be arranged in parallel, is fixedly connected with fixedly muscle 33 between the linking muscle 32 that the diagonal angle distributes, and is fixedly connected with the stirrup 31 that takes the shape of the letter U and insert concrete beam 1 on linking muscle 32.
Claims (5)
1. a floor plates truss is poured into a mould structure, comprise concrete beam (1) and floor support plate (2), it is characterized in that, described floor support plate (2) is located at the top of described concrete beam (1), and described floor support plate (2) has the connecting portion (3) that is connected in described concrete beam (1).
2. a kind of floor plates truss cast structure according to claim 1, is characterized in that, described connecting portion (3) comprises the stirrup (31) that inserts described concrete beam (1).
3. a kind of floor plates truss cast structure according to claim 2, is characterized in that, described stirrup (31) takes the shape of the letter U.
4. a kind of floor plates truss according to claim 1 is poured into a mould structure, it is characterized in that, described connecting portion (3) comprise the linking muscle (32) that four pieces minutes two rows be arranged in parallel, fixing described linking muscle (32) fixedly muscle (33), be fixedly connected on described linking muscle (32) and insert the stirrup (31) of described concrete beam (1).
5. a kind of floor plates truss cast structure according to claim 4, is characterized in that, described stirrup (31) takes the shape of the letter U.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100453844A CN103088948A (en) | 2013-02-06 | 2013-02-06 | Floor plate truss pouring structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100453844A CN103088948A (en) | 2013-02-06 | 2013-02-06 | Floor plate truss pouring structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103088948A true CN103088948A (en) | 2013-05-08 |
Family
ID=48202036
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013100453844A Pending CN103088948A (en) | 2013-02-06 | 2013-02-06 | Floor plate truss pouring structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103088948A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625487A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of across frame structure end support node structure of steel bar girder plate |
| CN112177369A (en) * | 2020-09-23 | 2021-01-05 | 中建二局第三建筑工程有限公司 | Building floor hoist and mount mouthful seal structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002161603A (en) * | 2000-11-24 | 2002-06-04 | Takenaka Komuten Co Ltd | Method for fixing full pc floor board |
| JP2004197338A (en) * | 2002-12-16 | 2004-07-15 | Taro Kasai | Floor structure material |
| CN101487332A (en) * | 2009-02-09 | 2009-07-22 | 刘馨裕 | Prefabricated hollow superposed beam, and cast-in-situ construction method for beam and precast slab |
| CN102900150A (en) * | 2012-09-26 | 2013-01-30 | 浙江杭萧钢构股份有限公司 | Steel structure building system |
| CN203160490U (en) * | 2013-02-06 | 2013-08-28 | 浙江锐博建材有限公司 | Truss cast structure for floor plates |
-
2013
- 2013-02-06 CN CN2013100453844A patent/CN103088948A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2002161603A (en) * | 2000-11-24 | 2002-06-04 | Takenaka Komuten Co Ltd | Method for fixing full pc floor board |
| JP2004197338A (en) * | 2002-12-16 | 2004-07-15 | Taro Kasai | Floor structure material |
| CN101487332A (en) * | 2009-02-09 | 2009-07-22 | 刘馨裕 | Prefabricated hollow superposed beam, and cast-in-situ construction method for beam and precast slab |
| CN102900150A (en) * | 2012-09-26 | 2013-01-30 | 浙江杭萧钢构股份有限公司 | Steel structure building system |
| CN203160490U (en) * | 2013-02-06 | 2013-08-28 | 浙江锐博建材有限公司 | Truss cast structure for floor plates |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108625487A (en) * | 2018-06-04 | 2018-10-09 | 浙江中益建材科技有限公司 | A kind of across frame structure end support node structure of steel bar girder plate |
| CN112177369A (en) * | 2020-09-23 | 2021-01-05 | 中建二局第三建筑工程有限公司 | Building floor hoist and mount mouthful seal structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN105220619A (en) | A kind of method of quick manufacture two-wire nose circle solid pier | |
| CN103088948A (en) | Floor plate truss pouring structure | |
| CN203160490U (en) | Truss cast structure for floor plates | |
| CN202544096U (en) | Column bracing mechanism for steel structure building | |
| CN206070404U (en) | Oblique formwork support structure at the section haunch of box culvert top | |
| CN202273421U (en) | A building template assembling structure | |
| CN203594111U (en) | Auxiliary structure of honeycomb core multi-ribbed hollow floor post-pouring belt | |
| CN205399454U (en) | Separate house L shape concrete foundation who pours with concrete trough | |
| CN203373754U (en) | Angle brace bracket of inner support system of high-rigidity integrated prestress assembled type foundation pit support | |
| CN206205457U (en) | A kind of steel reinforcement cage aids in colligation frame | |
| CN205399461U (en) | Separate house in -line concrete foundation who pours with concrete trough | |
| CN202450547U (en) | Underground large space wall body in residential district | |
| CN204337696U (en) | A kind of slide plate bridge | |
| CN204551546U (en) | The built-in power transmission of a kind of basement floor slab back casting band is to support arrangement | |
| CN203257109U (en) | Portable cast-in-place floor concrete pouring overhead walk way | |
| CN203066231U (en) | Haunching type large panel structure for basement | |
| CN204590413U (en) | A kind of region constrained concrete circular columns | |
| CN204646265U (en) | A kind of tunnel lining trolley truss type formwork stiffener assembly | |
| CN203795835U (en) | Adjustable template | |
| CN204299168U (en) | A kind of building template being convenient to adjustment movement | |
| CN202830964U (en) | Connecting mechanism between framework and base | |
| CN201991145U (en) | PVC (polyvinyl chloride) plastic poppet | |
| CN203238980U (en) | Section steel support module structure | |
| CN201730319U (en) | Telescopic girder for building template early/quick disassembly system | |
| CN202248848U (en) | Cement formwork |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| ASS | Succession or assignment of patent right |
Owner name: NANFANG RUIBO NEW BUILDING MATERIAL CO., LTD. Free format text: FORMER OWNER: ZHEJIANG REEBO BUILDING MATERIALS CO., LTD. Effective date: 20150309 |
|
| C41 | Transfer of patent application or patent right or utility model | ||
| COR | Change of bibliographic data |
Free format text: CORRECT: ADDRESS; FROM: 313000 HUZHOU, ZHEJIANG PROVINCE TO: 523083 DONGGUAN, GUANGDONG PROVINCE |
|
| TA01 | Transfer of patent application right |
Effective date of registration: 20150309 Address after: Tai Yuen Street 523083 Guangdong province Dongguan Nancheng District Yayuan Industrial Zone No. 2 Applicant after: South Rainbow new building materials Co Ltd Address before: 313000 Zhejiang city of Huzhou province Deqing County Wukang Purple Street No. 88 Applicant before: Zhejiang Reebo Building Materials Co., Ltd. |
|
| C12 | Rejection of a patent application after its publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20130508 |