CN203050097U - Cast-in-place slab beam frame - Google Patents
Cast-in-place slab beam frame Download PDFInfo
- Publication number
- CN203050097U CN203050097U CN 201320033684 CN201320033684U CN203050097U CN 203050097 U CN203050097 U CN 203050097U CN 201320033684 CN201320033684 CN 201320033684 CN 201320033684 U CN201320033684 U CN 201320033684U CN 203050097 U CN203050097 U CN 203050097U
- Authority
- CN
- China
- Prior art keywords
- supporting beam
- brace summer
- cast
- pole
- slot
- 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.)
- Expired - Fee Related
Links
Images
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model discloses a cast-in-place slab beam frame. A connecting beam is connected between a left supporting beam and a right supporting beam, through hole type sliding chutes are formed in one end portion of the left supporting beam, one portion of the right supporting beam and two ends of the connecting beam, positioning bolts are arranged inside the sliding chutes, inserting grooves which are perpendicular to the left supporting beam and the right supporting beam are formed in the other end portion of the left supporting beam and the other end portion of the right supporting beam, supporting rods are arranged inside the slots, supporting rod fixing bolts are arranged on the outer wall of each slot, strengthening inclined beams are respectively arranged between the slots and the left supporting beam as well as between the slots and the right supporting beam, a screw rod capable of adjusting the height of the supporting rods is arranged on the bottom of each supporting rod, a grounding plate is arranged on the bottom of the screw rod, level gauges are arranged at a position on the left supporting beam and a position on the right supporting beam, and the position on the left supporting beam and the position on the right supporting beam are close to corresponding supporting rods. The cast-in-place slab beam frame is safe and convenient to use, can save a large number of supporting rods, saves material cost of builders, and improves work efficiency.
Description
Technical field:
The utility model belongs to the building operations servicing unit, particularly a kind of cast-in-place plate-girder frame.
Background technology:
Will use more support when the beam slab in the building operations, crossbeam cast on-site, mostly use timber to support at present, this is not only a kind of waste, has brought trouble also for simultaneously current the and operation of job site.In addition, owing to also will use materials such as more iron nail, steel wire in lumber support, and iron nail and steel wire mostly are disposable uses, so not only can cause waste, the building costs that has also increased simultaneously.
The utility model content:
The purpose of this utility model overcomes the deficiency of the problems referred to above, and a kind of cast-in-place plate-girder frame is provided, and this cast-in-place plate-girder frame uses safety, convenient, can save a large amount of lumber support bars, has reduced building costs.Cast-in-place plate-girder frame described in the utility model is achieved in that between left brace summer and right brace summer and is connected with tie-beam, is provided with the through-hole type chute in an end of left and right sides brace summer and the two ends of tie-beam, is provided with positioning bolt in the chute.The other end and the vertical slot that is provided with right brace summer of left brace summer at left brace summer and right brace summer are provided with pole in slot, the outer wall of slot is provided with the strut fixation bolt, is respectively equipped with the reinforcement cant beam between slot and left brace summer and right brace summer; The bottom of pole is provided with the leading screw that can regulate the pole height, is provided with earth plate in the bottom of leading screw; Position left brace summer and the close pole of right brace summer is provided with level gauge.
A kind of cast-in-place plate-girder frame described in the utility model uses safety, convenient, can save a large amount of support bars, has saved the Master Cost of construction unit, also improves its operating efficiency.Since adopt the form of combination, in transportation, very convenient when depositing, and conserve space.During use, the length of whole cast-in-place timbering generally can be regulated in the scope of 3-4 rice.Pole bottom leading screw the height that can adjust pole is set, in order to adapt to the requirement of differing heights.
Description of drawings:
Accompanying drawing is the structural representation of cast-in-place timbering described in the utility model.1, left brace summer 2, positioning bolt 3, tie-beam 4, chute 5, level gauge 6, right brace summer 7, slot 8, strut fixation bolt 9, pole 10, leading screw 11, earth plate 12, reinforcement cant beam
The specific embodiment:
By reference to the accompanying drawings 1, embodiment is: cast-in-place plate-girder frame, be achieved in that between left brace summer 1 and right brace summer 6 to be connected with tie-beam 3, and be provided with through-hole type chute 4 in an end of left and right sides brace summer and the two ends of tie-beam 3, be provided with positioning bolt 2 in the chute 4.The other end and left brace summer 1 and the right brace summer 6 vertical slots 7 that are provided with at left brace summer 1 and right brace summer 6, in slot 7, be provided with pole 9, the outer wall of slot 7 is provided with strut fixation bolt 8, is respectively equipped with to strengthen cant beam 12 between slot 7 and left brace summer 1 and right brace summer 6; The bottom of pole 9 is provided with the leading screw 10 that can regulate pole 9 height, is provided with earth plate 11 in the bottom of leading screw 10; Position left brace summer 1 and right brace summer 6 close poles 9 is provided with level gauge 5.
A kind of cast-in-place plate-girder frame described in the utility model uses safety, convenient, can save a large amount of support bars, has saved the Master Cost of construction unit, also improves its operating efficiency.Since adopt the form of combination, in transportation, very convenient when depositing, and conserve space.During use, the length of whole cast-in-place timbering generally can be regulated in the scope of 3-4 rice.Pole bottom leading screw the height that can adjust pole is set, in order to adapt to the requirement of differing heights.
Claims (1)
1. cast-in-place plate-girder frame is characterized in that: be connected with tie-beam (3) between left brace summer (1) and right brace summer (6), be provided with through-hole type chute (4) in an end of left and right sides brace summer and the two ends of tie-beam (3), be provided with positioning bolt (2) in the chute (4); The other end and the vertical slot (7) that is provided with right brace summer (6) of left brace summer (1) at left brace summer (1) and right brace summer (6), in slot (7), be provided with pole (9), the outer wall of slot (7) is provided with strut fixation bolt (8), is respectively equipped with to strengthen cant beam (12) between slot (7) and left brace summer (1) and right brace summer (6); The bottom of pole (9) is provided with the leading screw (10) that can regulate pole (9) height, is provided with earth plate (11) in the bottom of leading screw (10); Position left brace summer (1) and the close pole (9) of right brace summer (6) is provided with level gauge (5).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320033684 CN203050097U (en) | 2013-01-13 | 2013-01-13 | Cast-in-place slab beam frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320033684 CN203050097U (en) | 2013-01-13 | 2013-01-13 | Cast-in-place slab beam frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203050097U true CN203050097U (en) | 2013-07-10 |
Family
ID=48733064
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320033684 Expired - Fee Related CN203050097U (en) | 2013-01-13 | 2013-01-13 | Cast-in-place slab beam frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203050097U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104131700A (en) * | 2014-01-17 | 2014-11-05 | 中国建筑第四工程局有限公司 | Method and formwork for pouring door and window cast-in-place beam |
| CN108469348A (en) * | 2018-06-05 | 2018-08-31 | 西南交通大学 | A kind of bridge member Tiredness model testing lever loading device and its operating method |
| CN111140021A (en) * | 2020-01-06 | 2020-05-12 | 刘梓峻 | Double-door type building construction beam bearing frame |
| CN111379579A (en) * | 2020-03-19 | 2020-07-07 | 华质建设集团有限公司 | Subway tunnel construction support |
| CN112942859A (en) * | 2021-01-26 | 2021-06-11 | 河南拓朴工程咨询有限公司 | Novel beam supporting structure |
-
2013
- 2013-01-13 CN CN 201320033684 patent/CN203050097U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104131700A (en) * | 2014-01-17 | 2014-11-05 | 中国建筑第四工程局有限公司 | Method and formwork for pouring door and window cast-in-place beam |
| CN104131700B (en) * | 2014-01-17 | 2016-06-22 | 中国建筑第四工程局有限公司 | A kind of door and window Cast-in-situ Beam casting method and mould |
| CN108469348A (en) * | 2018-06-05 | 2018-08-31 | 西南交通大学 | A kind of bridge member Tiredness model testing lever loading device and its operating method |
| CN111140021A (en) * | 2020-01-06 | 2020-05-12 | 刘梓峻 | Double-door type building construction beam bearing frame |
| CN111379579A (en) * | 2020-03-19 | 2020-07-07 | 华质建设集团有限公司 | Subway tunnel construction support |
| CN111379579B (en) * | 2020-03-19 | 2022-03-18 | 华质建设集团有限公司 | Subway tunnel construction support |
| CN112942859A (en) * | 2021-01-26 | 2021-06-11 | 河南拓朴工程咨询有限公司 | Novel beam supporting structure |
| CN112942859B (en) * | 2021-01-26 | 2024-02-23 | 河南拓朴工程咨询有限公司 | Novel beam supporting structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203050097U (en) | Cast-in-place slab beam frame | |
| CN101781930A (en) | Template system | |
| CN102080384B (en) | Construction method for mounting lifter on top plate of underground parking garage | |
| CN105040968A (en) | Device and method for supporting inclined high, large, empty and thin-walled reinforced concrete wall form | |
| CN204703500U (en) | Assembled architecture construction novel support system | |
| CN202227590U (en) | Column rib locator for reinforced concrete column | |
| CN201704948U (en) | Cast-in-situ slab support | |
| CN204456936U (en) | A kind of combined type faces frontier defense retaining frame body | |
| CN201649632U (en) | Adjusting and positing frame of variable-section square column template | |
| CN202117299U (en) | Tool type support system of cantilever scaffold | |
| CN204712243U (en) | Enclosure wall concrete prefabricating coping mould | |
| CN202284359U (en) | Steel structure concrete support beam | |
| CN205063026U (en) | Basement frame | |
| CN204899034U (en) | Prefabricated wall post | |
| CN103643646A (en) | Bracket-free and pull rod-free steel template device for overhead cast-in-place concrete anti-collision wall | |
| CN203320939U (en) | Tool type overhanging scaffold anchoring structure | |
| CN202672713U (en) | Keel modifying device of cast-in-situ floor | |
| CN203080919U (en) | Formwork support steel channel beam connecting system for construction of cast-in-situ concrete large cross-sectional beams | |
| CN202370248U (en) | Support structure for high cavity capping construction | |
| CN204826636U (en) | Simple beam ear picking and shaping support | |
| CN204450817U (en) | Pin-connected panel small box girder core mold plate fixture | |
| CN202787933U (en) | Fixing member for rear ends of cantilever steel beams | |
| CN203924699U (en) | One flies mould | |
| CN103938861B (en) | Formwork reinforcement clamp structure | |
| CN211421881U (en) | Portable adjustable steel bar cushion block placer |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130710 Termination date: 20140113 |