CN205224649U - Liftable formula composite floor slab support system - Google Patents
Liftable formula composite floor slab support system Download PDFInfo
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- CN205224649U CN205224649U CN201521016886.5U CN201521016886U CN205224649U CN 205224649 U CN205224649 U CN 205224649U CN 201521016886 U CN201521016886 U CN 201521016886U CN 205224649 U CN205224649 U CN 205224649U
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- support system
- composite floor
- floor slab
- support
- liftable formula
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Abstract
The utility model relates to a construction support frame specifically is a liftable formula composite floor slab support system. (When b) solving shaped steel with the construction of concrete composite floor slab, the problem of support system adjustment provides (b) liftable formula composite floor slab support system. Including H shaped steel roof beam, the lower flange of H shaped steel roof beam is connected with liftable formula tip strutting arrangement, liftable formula tip strutting arrangement include the cassette, the cassette both sides are equipped with supports a section of thick bamboo, is equipped with studdle on supporting a section of thick bamboo, the last supporting seat that is equipped with of studdle is equipped with the truss on. This support system is for making things convenient for the workman to carry out scene installation, the reuse nature for guaranteeing support system simultaneously, connection between supporting, and support with the roof beam between be connected and avoid the welding, adopt forms such as bolt, bolt to connect.
Description
Technical field
The utility model relates to a kind of building operations bracing frame, is specially a kind of Liftable type composite floor support system.
Background technology
In view of the design concept of current architecture configuration, steel and concrete combining structure obtain applying more and more widely, the support system of template design reasonable, setting up of full hall scaffold can be avoided, ensure the relative independentability of levels construction, increase working space, shorten construction period.Necessaryly design a kind of Liftable type composite floor support system when shaped steel and concrete combined floor are constructed, effectively can improve supporting efficiency and the security and stability of template.
Summary of the invention
When the utility model is constructed to solve shaped steel and concrete combined floor, the problem of support system adjustment, provides a kind of Liftable type composite floor support system.
The technical solution of the utility model is, a kind of Liftable type composite floor support system, comprise H profile steel beam, the bottom flange of H profile steel beam is connected with Liftable type end bracing or strutting arrangement, described Liftable type end bracing or strutting arrangement comprises deck, and deck both sides are provided with support tube, and support tube is provided with studdle, studdle is provided with supporting seat, and supporting seat is provided with truss.
The utility model is mainly for the support structure of section steel beam and shaped steel combination floor, and making full use of steel work primary-secondary beam structure is this feature of H profile steel substantially, can using the end support saddle of primary-secondary beam bottom flange as support system; The support of Liftable type end and deck is adopted the truss support (can consider to use the forms such as truss, Cable Structure or rack) between floor to be fixed, the adjustment of height can be carried out according to floor absolute altitude simultaneously, deck is utilized to fix the connection of end support and secondary beam bottom flange, two is when bottom flange is too little, when can not meet seat supports width, ensure by deck.For making this support system adapt to different case bay, this support system also should possess the performance facilitating spreading or shortening, to adjust flexibly according to on-the-spot span;
This support system carries out in-site installation for convenience of workman, simultaneously can reusing for what ensure support system, the connection between support, and supports and should avoid weld with the connection between beam, and form such as employing bolt, latch etc. connects.
The utility model reasonable in design, can need according to scene the height regulating support system, improve efficiency of construction.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model
Fig. 2 is Liftable type end support device structure schematic diagram
In figure: 1-H section steel beam, 2-concrete floor, 3-truss, 4-Liftable type end bracing or strutting arrangement, 5-supporting seat, 6-studdle, 7-support tube, 8-deck.
Detailed description of the invention
As schematically shown in Figure 1, 2, a kind of Liftable type composite floor support system, comprise H profile steel beam 1, the bottom flange of H profile steel beam 1 is connected with Liftable type end bracing or strutting arrangement 4, described Liftable type end bracing or strutting arrangement 4 comprises deck 8, and deck 8 both sides are provided with support tube 7, and support tube 7 is provided with studdle 6, studdle 6 is provided with supporting seat 5, and supporting seat 5 is provided with truss 3.
Be provided with draw-in groove in described deck 8, the bottom flange of H profile steel beam 1 inserts in draw-in groove.
1, truss
Truss designs according to the span of floor, and available angle steel and round steel are formed, and for ensureing truss flexible adaptation different spans floor, more common several length fashion can be made in end and intermediate flat portions.For ensureing being connected firmly between the span of truss and truss, connecting between round steel and adopting screw shell, connect between angle steel and adopt porous fixture, fix with latch, the adjustable range (10mm) being connected with one fixed width between truss can be made like this.
2, Liftable type end bracing or strutting arrangement
Liftable type end bracing or strutting arrangement (see Fig. 2) can adopt screw to support, and so can adjust depth of truss according to deck-molding and ensure cast-in-situ floor absolute altitude, screw can accurate adjustment floor levelness in addition.
3, deck
Deck one is used to the connection of anchor portion support and secondary beam bottom flange, and two is when bottom flange is too little, when can not meet seat supports width, ensures by deck.Deck adopts Plate Welding processing.
4, the end support saddle of bottom flange as support system of primary-secondary beam H profile steel is utilized; The support of Liftable type end and deck is adopted the truss support (can consider to use the forms such as truss, Cable Structure or rack) between floor to be fixed; the adjustment of height can be carried out according to floor absolute altitude simultaneously; deck is utilized to fix the connection of end support and secondary beam bottom flange; different case bay can be adapted to for making this support system; in this support system, truss possesses the performance facilitating spreading or shortening, to adjust flexibly according to on-the-spot span;
5, support between connection, and support with beam between connection adopts the form such as bolt, latch to connect, should avoid welding, facilitate workman to carry out in-site installation, simultaneously for guarantee support system can reusing.
Claims (2)
1. a Liftable type composite floor support system, it is characterized in that: comprise H profile steel beam (1), the bottom flange of H profile steel beam (1) is connected with Liftable type end bracing or strutting arrangement (4), described Liftable type end bracing or strutting arrangement (4) comprises deck (8), deck (8) both sides are provided with support tube (7), support tube (7) is provided with studdle (6), and studdle (6) is provided with supporting seat (5), and supporting seat (5) is provided with truss (3).
2. Liftable type composite floor support system according to claim 1, is characterized in that: be provided with draw-in groove in described deck (8), the bottom flange of H profile steel beam (1) inserts in draw-in groove.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521016886.5U CN205224649U (en) | 2015-12-09 | 2015-12-09 | Liftable formula composite floor slab support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521016886.5U CN205224649U (en) | 2015-12-09 | 2015-12-09 | Liftable formula composite floor slab support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205224649U true CN205224649U (en) | 2016-05-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
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| CN201521016886.5U Active CN205224649U (en) | 2015-12-09 | 2015-12-09 | Liftable formula composite floor slab support system |
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| CN (1) | CN205224649U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320699A (en) * | 2016-08-22 | 2017-01-11 | 浙江中南建设集团有限公司设计分公司 | Quick disassembling and assembling method for truss type formwork bracket system |
| CN109083399A (en) * | 2018-09-13 | 2018-12-25 | 甘肃第四建设集团有限责任公司 | A kind of adjustable build-in type liftable supporter of steel building |
| CN110397199A (en) * | 2019-07-31 | 2019-11-01 | 安徽鼎峰钢结构科技有限公司 | A kind of H profile steel beam form bracing structure |
| CN112696013A (en) * | 2020-12-18 | 2021-04-23 | 中材建设有限公司 | Integral self-disassembling type beam bottom supporting device |
| CN112814384A (en) * | 2021-02-05 | 2021-05-18 | 中建七局第一建筑有限公司 | Floor slab reverse supporting system based on steel pipe bundle combined structure and construction method |
-
2015
- 2015-12-09 CN CN201521016886.5U patent/CN205224649U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106320699A (en) * | 2016-08-22 | 2017-01-11 | 浙江中南建设集团有限公司设计分公司 | Quick disassembling and assembling method for truss type formwork bracket system |
| CN109083399A (en) * | 2018-09-13 | 2018-12-25 | 甘肃第四建设集团有限责任公司 | A kind of adjustable build-in type liftable supporter of steel building |
| CN110397199A (en) * | 2019-07-31 | 2019-11-01 | 安徽鼎峰钢结构科技有限公司 | A kind of H profile steel beam form bracing structure |
| CN112696013A (en) * | 2020-12-18 | 2021-04-23 | 中材建设有限公司 | Integral self-disassembling type beam bottom supporting device |
| CN112814384A (en) * | 2021-02-05 | 2021-05-18 | 中建七局第一建筑有限公司 | Floor slab reverse supporting system based on steel pipe bundle combined structure and construction method |
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