CN204960324U - Suspension type floor formwork support device - Google Patents
Suspension type floor formwork support device Download PDFInfo
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- CN204960324U CN204960324U CN201520698006.0U CN201520698006U CN204960324U CN 204960324 U CN204960324 U CN 204960324U CN 201520698006 U CN201520698006 U CN 201520698006U CN 204960324 U CN204960324 U CN 204960324U
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- slab form
- stupefied
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- suspension type
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Abstract
The utility model relates to a suspension type floor formwork support device, including house major structure I shaped steel frame roof beam, the upper limb listrium below rigid coupling that a pair of steel framework was set a roof beam in place there is one row of connecting plate, each connecting plate below has hung U -shaped bolt rings, U -shaped bolt rings lower extreme and bottom plate rigid coupling, the stupefied both ends correspondence of each C shape steel slab form owner penetrates in the U -shaped bolt rings that a pair of steel framework set a roof beam in place, C shape steel slab form owner is stupefied to be mutual parallel arrangement, parallel arrangement's the perpendicular ornaments in the stupefied upper portion of C shape steel slab form owner have the square steel tube template inferior stupefied each other, lay the slab form on the square steel tube template is inferior stupefied. The device simple structure, installation, dismantlement convenience have improved the work efficiency, the device can use in repeated turnover, has reduced equipment material utensil input, has reduced construction cost, is applicable to the cast -in -place concrete floor construction of steel construction house engineering.
Description
Technical field
The utility model belongs to building field, relates to bracing or strutting arrangement, when being specifically related to the construction of steel house cast-in-place concrete floor, and a kind of suspension type slab form bracing or strutting arrangement that formwork bracing system adopts.
Background technology
Steel house is because its good shock resistance, the needs meeting house large bay, component are at produce in factory, meet industrialized requirement, steel can reclaim, the advantages such as environmental pollution is less, be classified as key popularized project by the Ministry of Construction, current domestic steel house development rapidly, but as a new industry, also face the technical problem of the aspects such as many designs, construction.Only with regard to floor aspect, what current use was more is floor support plate, profiled sheet concrete floor, precast concrete superimposed sheet, cast-in-place concrete floor etc., and cast-in-place concrete floor is when adopting traditional full hall frame to install the construction method of template, compared with other form floor above-mentioned, have that speed of application is slow, construction quality is by shortcomings such as the influence factor of the technical ability of operator are larger.
Utility model content
In order to solve the problems referred to above that prior art exists, for the design feature of steel house, the utility model provides a kind of suspension type slab form bracing or strutting arrangement.
The technical scheme that the utility model adopts is:
A kind of suspension type slab form bracing or strutting arrangement, comprise house agent structure i shaped steel Vierendeel girder, row's junction plate is connected with respectively below the top flange plate of a pair steel-frame beam, every a plate underhung has U bolt suspension ring, U bolt suspension ring lower end and bottom plate affixed, each C shape steel slab form master stupefied two ends correspondence penetrate in the U bolt suspension ring of a pair steel-frame beam, C shape steel slab form master stupefied in same level in being arranged parallel to each other, the C shape steel slab form master stupefied upper vertical ornaments be arranged parallel to each other have contour square steel pipe template secondary stupefied, square steel pipe template time stupefied upper laying slab form.
Further, the bottom that C shape steel slab form master is stupefied is fixed with span centre additional support.
Further, junction plate is equally affixed below the top flange plate of steel-frame beam.
Further, U bolt suspension ring pass from the middle position of junction plate length direction, and the nut that spins respectively at two after two of U bolt suspension ring lower end is each passed through bottom plate is affixed by itself and bottom plate.
Further, the position of center line place of bottom plate length direction has the circular hole corresponding with two, U bolt suspension ring lower end, and two, U bolt suspension ring lower end is through circular hole corresponding thereto.
Further, the width of the width that C shape steel slab form master is stupefied and U bolt suspension ring is adaptive.
the beneficial effects of the utility model are:when steel house floor is constructed, utilize the junction plate arranged in steel-frame beam top flange plate bottom as fixed point, by U bolt suspension ring and bottom plate support C shape steel slab form master stupefied, as the supporting of slab form, compared with traditional mold method, do not need to set up steel tube frame, make because suspension is unified in factory simultaneously, after installing, deviation is less, avoid slab form and support rugged problem, both controlled floor absolute altitude, and in turn ensure that soffit planeness, improve construction quality; This apparatus structure is simple, install, convenient disassembly, improves work efficiency; This device can repeat turnover and use, and decreases equipment material tool and drops into, reduce construction cost, is applicable to the cast-in-place concrete floor construction of steel house engineering.
Accompanying drawing explanation
Fig. 1, be half structural representation on the right side of system of the present utility model;
Fig. 2, be the stupefied standing part enlarged drawing of C shape steel slab form master in the utility model Fig. 1.
Detailed description of the invention
As shown in Figure 1, the utility model provides a kind of suspension type slab form bracing or strutting arrangement, left side and Fig. 1 of bracing or strutting arrangement are symmetrical set, comprise house agent structure i shaped steel Vierendeel girder 1, row's junction plate 2 is welded respectively below the top flange plate 11 of a pair i shaped steel framework joist steel, junction plate 2 is equally arranged below the top flange plate 11 of steel-frame beam, every a plate 2 underhung has U bolt suspension ring 3, U bolt suspension ring 3 lower end and bottom plate 5 affixed, after U bolt suspension ring 3 are affixed with bottom plate 5, between the top flange plate 11 and bottom wing listrium 12 of steel-frame beam, in suspension status.In the U bolt suspension ring that the two ends correspondence of each C shape steel slab form master stupefied 4 penetrates two ends 3, the stupefied bottom of C shape steel slab form master is fixed with span centre additional support 10, C shape steel slab form master stupefied 4 in same level in being arranged parallel to each other, on the C shape steel slab form master stupefied 4 be arranged parallel to each other, vertical pendulum is provided with the contour square steel pipe template be parallel to each other secondary stupefied 8, and square steel pipe template secondary stupefied 8 lays slab form 9.
As shown in Figure 1, 2, during use, the spacing size of adjacent connection plates 2 under steel-frame beam top flange plate should be determined according to practice of construction condition calculating, U bolt suspension ring 3 pass from the middle position of junction plate 2 length direction, be suspended on junction plate 2, the position of center line place of bottom plate 5 length direction has the circular hole 6 corresponding with two, U bolt suspension ring 3 lower end, two, U bolt suspension ring 3 lower end is through circular hole 6 corresponding thereto, U bolt suspension ring 3 and bottom plate 5 are fixed together by the nut that spins respectively at two, again stupefied 4 two ends of C shape steel slab form master are each passed through the U bolt suspension ring 3 at two ends, and be shelved on bottom plate 5, the width of the width that C shape steel slab form master is stupefied and U bolt suspension ring is adaptive, U bolt suspension ring 3 control the phenomenon generation that C shape steel slab form master stupefied 4 topples to both sides, when stupefied 4 spans of C shape steel slab form master are larger, span centre additional support 10 can be suitably set in C shape steel slab form master stupefied 4 stage casings, with stupefied 4 amounts of deflection of control C shape steel slab form master, then the spacing that square steel pipe slab form secondary stupefied 8 is determined according to constructure scheme is shelved on stupefied 4 tops of C shape steel slab form master, finally on square steel pipe slab form secondary stupefied 8, lays slab form 9, complete suspension type slab form support system and install.
Claims (6)
1. a suspension type slab form bracing or strutting arrangement, comprise house agent structure i shaped steel Vierendeel girder, it is characterized in that: below the top flange plate of a pair steel-frame beam (1), be connected with row's junction plate (2) respectively, every a plate (2) underhung has U bolt suspension ring (3), U bolt suspension ring (3) lower end and bottom plate (5) affixed, the two ends correspondence of each C shape steel slab form master stupefied (4) penetrates in the U bolt suspension ring (3) of a pair steel-frame beam (1), C shape steel slab form master stupefied (4) in same level in being arranged parallel to each other, C shape steel slab form master stupefied (4) the upper vertical ornaments be arranged parallel to each other have contour square steel pipe template time stupefied (8), time stupefied (8) lay slab form (9) to square steel pipe template.
2. a kind of suspension type slab form bracing or strutting arrangement according to claim 1, is characterized in that: the bottom of C shape steel slab form master stupefied (4) is fixed with span centre additional support (10).
3. a kind of suspension type slab form bracing or strutting arrangement according to claim 1, is characterized in that: junction plate (2) is equally affixed below the top flange plate of steel-frame beam (1).
4. a kind of suspension type slab form bracing or strutting arrangement according to claim 3, it is characterized in that: U bolt suspension ring pass from the middle position of junction plate (2) length direction, the nut (7) that spins respectively at two after two of U bolt suspension ring lower end is each passed through bottom plate (5) is affixed by itself and bottom plate (5).
5. a kind of suspension type slab form bracing or strutting arrangement according to claim 4, it is characterized in that: the position of center line place of bottom plate (5) length direction has the circular hole (6) corresponding with U bolt suspension ring (3) two, lower end, U bolt suspension ring (3) two, lower end is through circular hole (6) corresponding thereto.
6. a kind of suspension type slab form bracing or strutting arrangement according to any one of claim 1-5, is characterized in that: the width of C shape steel slab form master stupefied (4) and the width adaptation of U bolt suspension ring (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520698006.0U CN204960324U (en) | 2015-09-10 | 2015-09-10 | Suspension type floor formwork support device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520698006.0U CN204960324U (en) | 2015-09-10 | 2015-09-10 | Suspension type floor formwork support device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204960324U true CN204960324U (en) | 2016-01-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520698006.0U Active CN204960324U (en) | 2015-09-10 | 2015-09-10 | Suspension type floor formwork support device |
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| CN (1) | CN204960324U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113789958A (en) * | 2021-08-31 | 2021-12-14 | 河南中企建筑工程有限公司 | Steel construction composite floor hangs mould structure |
| CN114458042A (en) * | 2022-02-22 | 2022-05-10 | 中建八局轨道交通建设有限公司 | Construction method for newly building plate above existing subway station rail-mounted area |
-
2015
- 2015-09-10 CN CN201520698006.0U patent/CN204960324U/en active Active
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113789958A (en) * | 2021-08-31 | 2021-12-14 | 河南中企建筑工程有限公司 | Steel construction composite floor hangs mould structure |
| CN113789958B (en) * | 2021-08-31 | 2023-08-18 | 河南中企建筑工程有限公司 | Steel construction composite floor hangs mould structure |
| CN114458042A (en) * | 2022-02-22 | 2022-05-10 | 中建八局轨道交通建设有限公司 | Construction method for newly building plate above existing subway station rail-mounted area |
| CN114458042B (en) * | 2022-02-22 | 2023-08-11 | 中建八局轨道交通建设有限公司 | Construction method for newly-built plate above rail-mounted area of existing subway station |
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