CN201588414U - Supporting structure for framework scaffolds - Google Patents
Supporting structure for framework scaffolds Download PDFInfo
- Publication number
- CN201588414U CN201588414U CN2009203164402U CN200920316440U CN201588414U CN 201588414 U CN201588414 U CN 201588414U CN 2009203164402 U CN2009203164402 U CN 2009203164402U CN 200920316440 U CN200920316440 U CN 200920316440U CN 201588414 U CN201588414 U CN 201588414U
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- China
- Prior art keywords
- girder
- overcoat
- cover
- jack
- sliding sleeve
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Abstract
The utility model relates to a supporting structure for framework scaffolds. The supporting structure mainly comprises upright posts and a frame body, and is characterized in that the frame body adopts a steel beam structure and comprises main beams, a secondary beam and external connecting parts, all the main beams and the secondary beam adopt C-shaped steel structures, each group of main beams comprises a main beam outer sleeve and a main beam inner sleeve, the main beam inner sleeve is inserted in the main beam outer sleeve, and external connection sockets are fixedly mounted on two sides of the main beam outer sleeve symmetrically; a baseplate is fixedly arranged on the lower end surface of the main beam outer sleeve, an insertion hole is formed on the baseplate, one external connecting part is inserted in the insertion hole, and one upright post is mounted at the lower end of the external connecting part; the secondary beam is mounted between two adjacent main beams and is connected with the external connection sockets; and a plurality of sliding sleeves sliding along the main beam inner sleeve are sleeved thereon, external connection sockets connected with the secondary beam are fixedly mounted on two sides of each sliding sleeve symmetrically, an insertion hole is formed at the lower end of the sliding sleeve, one external connecting part is inserted into the insertion hole, and one upright post is mounted at the lower end of the external connecting part. Therefore, the utility model has the advantages of simple structure, convenient installation and disassembly, fast assembly, convenient transportation and storage, resource conservation, and the like.
Description
Technical field
The utility model belongs to the construction equipment technical field, particularly relates to a kind of template scaffold braced structures.
Background technology
The template that is used for the concrete cast-in-site in the building trade construction supports the overlapping mode that adopts steel pipe, fastener, lumps of wood combination usually, complex operation, assembly unit and to set up workload big, efficiency of construction is low, safety is not high, wastes a lot of artificial timber that also need be a large amount of.
At present China's Forest Resources is deficient day by day, and domestic timber imbalance between supply and demand is outstanding day by day, and steel is done imperatively for the carpenter, and report according to State Statistics Bureau: first three quarters in 2007, national building trade construction area are 37.8 hundred million square metres.If calculate by every square metre of building timber loss 5 ‰
,Just will lose 1875 ten thousand stere timber, template scaffold braced structures is annual just can save a large amount of timber if adopt, and also can bring huge social benefit and economic benefit simultaneously.
Summary of the invention
The utility model provides a kind of simple in structure, easy installation and removal for solving the technical problem that exists in the known technology, and assembling is quick, adjust flexibly, the saving of labor, save time, material-saving, convenient transportation and storage, and save the template scaffold braced structures of resource.
The technical scheme that the utility model is taked for the technical problem that exists in the solution known technology is:
A kind of template scaffold braced structures, mainly comprise column, support body, it is characterized in that: described support body is a steel beam structure, this support body comprises girder, auxiliary girder and outer connector, described girder and auxiliary girder all adopt the C formed steel construction, described every group of girder comprises cover in girder overcoat and the girder, and cover is inserted in the girder overcoat in the girder, and the bilateral symmetry of girder overcoat is fixed with outer gang socket; The lower surface of girder overcoat is fixed with base plate, and base plate is provided with jack, plug-in mounting outer connector in the jack, and column is installed in the lower end of outer connector; Described auxiliary girder is installed between two adjacent girders and with outer gang socket and is connected; Put in the described girder and be set with several sliding sleeves that slide along cover in the girder, the bilateral symmetry of each sliding sleeve is fixed with the outer gang socket that is connected with auxiliary girder, and the sliding sleeve lower end is provided with jack, plug-in mounting outer connector in the jack, and column is installed in the outer connector lower end.
The utility model can also adopt following technical measures:
One end of described girder overcoat is provided with the shutoff sheet, and the other end of girder overcoat is an openend, is provided with the retaining bent plate at girder overcoat inner opening end; The two ends of cover are equipped with the shutoff sheet in the girder, and cover is inserted in the girder overcoat along the openend of girder overcoat in the girder; Described retaining bent plate is positioned at the C shaped steel inside of the shutoff sheet inboard of girder cover.
The opening part of the C shaped steel of cover and auxiliary girder is equipped with horizontal gusset in described girder overcoat, the girder.
The inside of cover is equipped with vertical gusset in the described girder, leaves certain clearance between the folding surface of the upper surface of vertical gusset and retaining bent plate.
Described outer connector comprise the upper end of gripper shoe, gripper shoe be provided with sliding sleeve on the inserted block of jack coupling, the lower end of gripper shoe is provided with outer joint pin.
The described outer gang socket that is installed on girder overcoat and the sliding sleeve is made L shaped, constitutes slot between L shaped outer gang socket and girder sleeve side wall or the sliding sleeve sidewall.
Plug-in mounting plate in the described slot, plate is fixedly mounted on the two ends of auxiliary girder.
The jack on the described base plate and the periphery of the jack on the sliding sleeve are equipped with alignment pin.
Advantage and the good effect that the utlity model has are: because the utility model adopts technique scheme, solve present building trade scaffold assembly and taken the long-standing deficiency of mode, the utlity model has safety, firmly, standardization, long service life, advantage is installed, dismounting speed is fast etc.And the utility model can outwards stretch cover in the girder along the girder overcoat according to actual needs, also can adjust the sliding sleeve that puts in the girder simultaneously according to the installation site of auxiliary girder, thereby satisfy the needs of engineering construction, adopt this structure also to reduce required number of connecting pieces, adjust flexibly, the saving of labor, save time, material-saving, be convenient to store, transportation and management, all component of the present utility model in addition all adopts steel to make, replace existing wood materials, and then saved resource.
Description of drawings
Fig. 1 is a structural representation of the present utility model;
Fig. 2 is the utility model girder jacket structure schematic diagram;
Fig. 3 is a nested structure schematic diagram in the utility model girder;
Fig. 4 is a cover and girder overcoat fit structure schematic diagram in the utility model girder;
Fig. 5 is the utility model auxiliary girder structural representation;
Fig. 6 is the utility model shift sleeve structure schematic diagram;
Fig. 7 is the utility model base arrangement schematic diagram;
Fig. 8 is the utility model outer connector structural representation.
Among the figure: 1, column; 2, girder steel support body; 3, girder; 3-1, girder overcoat; 3-1-1, outer gang socket; 3-1-2, base plate; 3-1-3, jack; 3-1-4, shutoff sheet; 3-1-5, retaining bent plate; 3-1-6, alignment pin; Cover in 3-2, the girder; 3-2-1, shutoff sheet; 3-2-2, vertical gusset; 4, auxiliary girder; 4-1, plate; 5, outer connector; 5-1, gripper shoe; 5-2, inserted block; 5-3, outer joint pin; 6, sliding sleeve; 6-1, outer gang socket; 6-2, jack; 7, horizontal gusset; 8, slot.
The specific embodiment
For further understanding summary of the invention of the present utility model, characteristics and effect, exemplify following examples now, and conjunction with figs. is described in detail as follows:
See also Fig. 1 ~ Fig. 8, a kind of template scaffold braced structures, mainly comprise column 1, girder steel support body 2, described girder steel support body 2 comprises girder 3, auxiliary girder 4 and outer connector 5, described girder 3 and auxiliary girder 4 all adopt the C formed steel construction, described every group of girder 3 comprises cover 3-2 in girder overcoat 3-1 and the girder, and cover 3-2 is inserted in the girder overcoat 3-1 in the girder, and the bilateral symmetry of girder overcoat 3-1 is fixed with outer gang socket 3-1-1; The lower surface of girder overcoat 3-1 is fixed with base plate 3-1-2, and base plate 3-1-2 is provided with jack 3-1-3, plug-in mounting outer connector 5 in the jack 3-1-3, and the periphery of jack 3-1-3 is provided with the alignment pin 3-1-6 that plays the role of positioning on base plate 3-1-2.The lower end of outer connector 5 connects column 1; Described auxiliary girder 4 is installed between two adjacent girders 3 and with outer gang socket 3-1-1 and is connected; Be set with several sliding sleeves 6 that slide along cover in the girder on the cover 3-2 in the described girder, the bilateral symmetry of each sliding sleeve 6 is fixed with the outer gang socket 6-1 that is connected with auxiliary girder 4, sliding sleeve 6 lower ends are provided with jack 6-2, plug-in mounting outer connector 5 in the jack 6-2, and column 1 is installed in outer connector 5 lower ends.
See also Fig. 2, the end of described girder overcoat 3-1 is provided with shutoff sheet 3-1-4, and the other end of girder overcoat 3-1 is an openend, is provided with retaining bent plate 3-1-5 at girder overcoat 3-1 inner opening end; The two ends of cover 3-2 are equipped with shutoff sheet 3-2-1 in the girder, and cover 3-2 is inserted in the girder overcoat 3-1 along the openend of girder overcoat 3-1 in the girder; Described retaining bent plate 3-1-5 is positioned at the C shaped steel inside of the shutoff sheet 3-2-1 inboard of girder cover 3-2, and this retaining bent plate plays spacing effect, prevents that cover is along skidding off in the girder overcoat in the girder.
See also Fig. 2, Fig. 3 and Fig. 5, the opening part of the C shaped steel of cover 3-2 and auxiliary girder 4 is equipped with horizontal gusset 7 in the described girder overcoat 3-1, girder, and C shaped steel was torn when this horizontal gusset prevented effectively that bearing capacity is excessive.
See also Fig. 3, the inside of cover 3-2 is equipped with vertical gusset 3-2-2 in the described girder, this vertical gusset is strengthened the intensity of cover in the girder, leave certain clearance between the folding surface of the upper surface of vertical gusset 3-2-2 and retaining bent plate 3-1-5, this gap has guaranteed to be enclosed within the girder in the girder overcoat and has slided.
See also Fig. 8, described outer connector 5 comprise the upper end of gripper shoe 5-1, gripper shoe 5-1 be provided with sliding sleeve on the inserted block 5-2 of jack coupling, the lower end of gripper shoe 5-1 is provided with outer joint pin 5-3, outer joint pin is inserted on the column 1.
See also Fig. 2 and Fig. 6, the described outer gang socket 3-1-1 that is installed on girder overcoat 3-1 and the sliding sleeve 6 makes L shaped, surrounds slot 8 between L shaped outer gang socket and girder overcoat 3-1 sidewall or sliding sleeve 6 sidewalls.
See also Fig. 5, the two ends of described auxiliary girder 4 are respectively equipped with plate 4-1, and plate is inserted into by in the slot 8 that surrounds between L shaped outer gang socket and girder sleeve side wall or the sliding sleeve sidewall.
User mode: all component of the present utility model all adopts steel to make, and replaces existing wood materials and makes, and then saved resource.When assembling, at first cover 2 in the girder is inserted in the girder overcoat 1, outside girder, put welding retaining bent plate 3-1-5 behind the plug-in mounting, like this can be according to actual needs with the outside pull of cover in the girder, pull is behind certain-length, promptly the shutoff sheet 3-2-1 when the interior cover of girder 2 ends contacts with retaining bent plate 3-1-5, and the interior cover 2 of girder this moment is arrived extreme position by pull; With parallel the preventing of each girder after the above-mentioned assembling, at this moment the plate at auxiliary girder two ends is inserted into respectively in the slot on girder overcoat and the sliding sleeve, realize the installation between girder and the auxiliary girder; On the base plate of girder overcoat and sliding sleeve, outer connector is installed then, outer connector is installed after, outer connector is rotated a certain angle, the assurance outer connector is connected with base plate and sliding sleeve, after the assembling, outer connector is inserted on the column in a manner described, realizes assembling of the present utility model.
Claims (8)
1. template scaffold braced structures, mainly comprise column, support body, it is characterized in that: described support body is a steel beam structure, this support body comprises girder, auxiliary girder and outer connector, described girder and auxiliary girder all adopt the C formed steel construction, described every group of girder comprises cover in girder overcoat and the girder, and cover is inserted in the girder overcoat in the girder, and the bilateral symmetry of girder overcoat is fixed with outer gang socket; The lower surface of girder overcoat is fixed with base plate, and base plate is provided with jack, plug-in mounting outer connector in the jack, and column is installed in the lower end of outer connector; Described auxiliary girder is installed between two adjacent girders and with outer gang socket and is connected; Put in the described girder and be set with several sliding sleeves that slide along cover in the girder, the bilateral symmetry of each sliding sleeve is fixed with the outer gang socket that is connected with auxiliary girder, and the sliding sleeve lower end is provided with jack, plug-in mounting outer connector in the jack, and column is installed in the outer connector lower end.
2. template scaffold braced structures according to claim 1 is characterized in that: an end of described girder overcoat is provided with the shutoff sheet, and the other end of girder overcoat is an openend, is provided with the retaining bent plate at girder overcoat inner opening end; The two ends of cover are equipped with the shutoff sheet in the girder, and cover is inserted in the girder overcoat along the openend of girder overcoat in the girder; Described retaining bent plate is positioned at the C shaped steel inside of the shutoff sheet inboard of girder cover.
3. template scaffold braced structures according to claim 1 is characterized in that: the opening part of the C shaped steel of cover and auxiliary girder is equipped with horizontal gusset in described girder overcoat, the girder.
4. template scaffold braced structures according to claim 2 is characterized in that: the inside of cover is equipped with vertical gusset in the described girder, leaves certain clearance between the folding surface of the upper surface of vertical gusset and retaining bent plate.
5. template scaffold braced structures according to claim 1 is characterized in that: described outer connector comprise the upper end of gripper shoe, gripper shoe be provided with sliding sleeve on the inserted block of jack coupling, the lower end of gripper shoe is provided with outer joint pin.
6. template scaffold braced structures according to claim 1 is characterized in that: the described outer gang socket that is installed on girder overcoat and the sliding sleeve is made L shaped, constitutes slot between L shaped outer gang socket and girder sleeve side wall or the sliding sleeve sidewall.
7. template scaffold braced structures according to claim 6 is characterized in that: plug-in mounting plate in the described slot, plate is fixedly mounted on the two ends of auxiliary girder.
8. template scaffold braced structures according to claim 1 is characterized in that: the jack on the described base plate and the periphery of the jack on the sliding sleeve are equipped with alignment pin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203164402U CN201588414U (en) | 2009-12-03 | 2009-12-03 | Supporting structure for framework scaffolds |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2009203164402U CN201588414U (en) | 2009-12-03 | 2009-12-03 | Supporting structure for framework scaffolds |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201588414U true CN201588414U (en) | 2010-09-22 |
Family
ID=42748190
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2009203164402U Expired - Lifetime CN201588414U (en) | 2009-12-03 | 2009-12-03 | Supporting structure for framework scaffolds |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201588414U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109072620A (en) * | 2016-02-02 | 2018-12-21 | 乌尔玛Cye,S.公司 | Horizontal shuttering |
| CN110056175A (en) * | 2019-03-20 | 2019-07-26 | 沈阳工程学院 | A kind of common steel tube and hot rolled H-shaped fixing combined scaffold |
-
2009
- 2009-12-03 CN CN2009203164402U patent/CN201588414U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109072620A (en) * | 2016-02-02 | 2018-12-21 | 乌尔玛Cye,S.公司 | Horizontal shuttering |
| CN110056175A (en) * | 2019-03-20 | 2019-07-26 | 沈阳工程学院 | A kind of common steel tube and hot rolled H-shaped fixing combined scaffold |
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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 | ||
| CX01 | Expiry of patent term |
Granted publication date: 20100922 |