CN201671355U - Template early-dismantling system of bowl-scaffold support - Google Patents
Template early-dismantling system of bowl-scaffold support Download PDFInfo
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- CN201671355U CN201671355U CN2010201765332U CN201020176533U CN201671355U CN 201671355 U CN201671355 U CN 201671355U CN 2010201765332 U CN2010201765332 U CN 2010201765332U CN 201020176533 U CN201020176533 U CN 201020176533U CN 201671355 U CN201671355 U CN 201671355U
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- girder
- telescopic
- base plate
- secondary beam
- suspension ring
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Abstract
The utility model discloses a template early-dismantling system of a bowl-scaffold support, which is invented for solving the problems of timber resources waste, long construction period and the like in the prior art. The template early-dismantling system comprises primary beams and secondary beams which cross vertically and horizontally. The primary beams and the secondary beams are respectively arranged on primary beam supports and secondary beam supports. The upper part of an adjusting pressure pin is a hollow pipe and the lower part thereof is a stud which fits a bowl-scaffold upright pipe. The stud is provided with a locking nut. The upper end plane of the hollow pipe extends outwards to form a splint. The bottom of the primary beam support is downwards provided with an insertion shaft the outer diameter of which is smaller than the inner diameter of the hollow pipe. The primary beams, the secondary beams, the primary beam supports and the secondary beam supports are adjusted through the adjusting pressure pins in order to constitute the whole position of the template support structure. Positioning difference caused by the bending and deformation of the bowl-scaffold upright pipe is compensated. The adjustment is flexible. The secondary beams formed by the connection of the secondary beam supports and the primary beams loose in construction when concrete is not completely solidified so that the secondary beams and the upper templates thereof can be reused, and the primary beams and other secondary beams which are not taken out can support the incompletely solidified concrete continuously without influencing construction course.
Description
Technical field
The utility model relates to the early-dismantling system that a kind of bowl fastening type scaffold supports.
Background technology
Existing building often adopts and supports building top board and beam forms moulding in the concreting forming process.In order to support to arrive in the building top board and the beam forms of building in the forming process, adopt a large amount of scaffolds and wooden support flitch usually.Though this mode can support to arrive in the building top board, these support bars and building top board and beam forms could be dismantled after must waiting concrete all to solidify, and have reduced the cycle that recycles of building top board and beam forms; And because each building is different with the structure of each building, therefore the template of a part and support flitch can't be used again, and a bigger engineering usually must a large amount of construction formwork and the support flitches of configuration for this reason.
The utility model content
In order to overcome above-mentioned defective, the purpose of this utility model be to provide a kind of adjusting flexibly, use, save timber repeatedly, reduce the early-dismantling system that the bowl fastening type scaffold of construction cost supports.
In order to achieve the above object, the early-dismantling system that bowl fastening type scaffold of the present utility model supports, the girder and the secondary beam that comprise crisscross setting, it is characterized in that, described girder and secondary beam all are arranged on girder holder and time corbel, the girder holder is connected with the bowl fastening type scaffold by regulating pressure pin, described adjusting pressure pin is a column, described column top is hollow section. the double-screw bolt of bottom for matching with described bowl fastening type scaffold upright rod endoporus, described double-screw bolt is provided with locking nut, described hollow section upper surface to around extend to form supporting plate, described girder backing portion inserts axle to being arranged with, described slotting axle external diameter is less than described hollow section internal diameter.
Wherein, described girder is provided with stretching structure, described stretching structure comprises telescopic and is arranged on the interior telescopic shaft of described telescopic that described telescopic is provided with suspension ring and lock-screw, axially bored line and described telescopic length direction approximate vertical in the described suspension ring.
Further, described secondary beam is provided with stretching structure, and described stretching structure comprises telescopic and be arranged on the interior telescopic shaft of described telescopic that described telescopic and girder are provided with lock-screw.
Wherein, primary and secondary beam cross section and described suspension ring endoporus all are square, and described lock-screw and described suspension ring are arranged on two adjacent faces of described telescopic.
Particularly, described girder holder constitutes cross section by base plate with the riser that is arranged on described base plate both sides and takes the shape of the letter U, spacing between described two risers is suitable with the width of described girder or secondary beam, be relatively set with the suitable notch of described girder outer wall on described two risers, described floor length forms breach less than described two risers respectively at its two ends, and described base plate two ends upwards are respectively arranged with the upright edge that highly is lower than described riser height; Described girder holder connects girder, and described base plate is arranged on the described supporting plate, and described girder end is arranged between described two risers; Described girder holder connects the primary and secondary beam, and base plate is arranged on the described supporting plate, and described time beam end is arranged between two risers, and girder is arranged in the described notch.
Wherein, described corbel specifically constitutes cross section by base plate with the riser that is arranged on described base plate both sides and takes the shape of the letter U, be relatively set with the suitable notch of described girder outer wall on described two risers, described floor length forms breach less than described two risers respectively at its two ends, described base plate two ends upwards are respectively arranged with the upright edge that highly is lower than described riser height, described base plate middle part is provided with and the suitable perforating of described telescopic suspension ring, described base plate lower surface to be arranged with described telescopic and girder on suitable suspension ring of suspension ring, described suspension ring and be arranged in the suspension ring in the described perforating and be equipped with the wedge shape fastening block.
Further, described secondary beam is a box section, and inside, described secondary beam two ends is respectively arranged with wooden unit, on the inferior top surface of the beam of described wooden unit correspondence breach is set respectively.
Above-mentioned structure, girder and secondary beam are well shape construction formwork braced structures by girder holder and time crisscross setting of corbel, the girder holder is inserted axle and is inserted in the hollow section that is arranged on the adjusting pressure pin, regulate well shape construction formwork braced structures upper/lower positions on the whole by locking nut, insert axle translation in hollow section and adjust the horizontal direction position, can compensate like this because the poor location that the flexural deformation of bowl fastening type scaffold standpipe brings, adjust flexibly, in addition, because the part secondary beam of this kind structure directly is connected with girder by time corbel, in work progress, can be when concrete solidify fully, unclamp the master, inferior corbel and secondary beam, template on secondary beam and the secondary beam can be utilized once more, and girder and all the other are not taken out the secondary beam of part and can not completely crued concrete be supported to arrive in next continuation of the effect of bowl buckle scaffold, and do not influence construction progress.
Description of drawings
Fig. 1 is the perspective view of the utility model specific embodiment.
Fig. 2 is the main TV structure schematic diagram of Fig. 1.
Fig. 3 is the second specific embodiment reference state structural representation of the present utility model.
Fig. 4 is the first specific embodiment reference state structural representation of the present utility model.
Fig. 5 is the specific embodiment perspective view of secondary beam of the present utility model.
Regulate the pressure pin perspective view in Fig. 6 the utility model.
Fig. 7 is the sectional structure schematic diagram of Fig. 6.
Fig. 8 is the structural representation of girder holder specific embodiment of the present utility model.
Fig. 9 is primary and secondary beam and a time corbel fit structure schematic diagram in the utility model.
The specific embodiment
Below in conjunction with drawings and Examples the utility model is described in further detail.
Shown in Fig. 1-9, the early-dismantling system that bowl fastening type scaffold of the present utility model supports, the girder 1 and the secondary beam 2 that comprise crisscross setting, described girder and secondary beam all are arranged on girder holder 10 and time corbel 20, the girder holder is connected with bowl fastening type scaffold 4 by regulating pressure pin 3, described adjusting pressure pin 3 is a column, described column top is hollow section 32, the double-screw bolt 31 of bottom for matching with described bowl fastening type scaffold upright rod endoporus, double-screw bolt is welded in specific embodiment in the described hollow section, described double-screw bolt is provided with locking nut 34, first specific embodiment as described adjusting pressure pin, described hollow section upper surface to around extend to form supporting plate 33, described girder backing portion inserts axle 101 to being arranged with, described slotting axle external diameter is less than described hollow section internal diameter.
Wherein, described girder holder constitutes cross section by base plate with the riser that is arranged on described base plate both sides and takes the shape of the letter U, spacing between described two risers is suitable with the width of described girder or secondary beam, be relatively set with the suitable notch 102 of described girder outer wall on described two risers, described floor length forms breach less than described two risers respectively at its two ends, and described base plate two ends upwards are respectively arranged with and highly are lower than the upright along 103 of described riser height.Described girder holder connects girder, and described base plate is arranged on the described supporting plate, and described girder end is arranged between described two risers; Described girder holder fit adjustment pressure pin 3 first specific embodiments use, when being used to connect two girder ends, described girder butt plate is arranged on the described supporting plate, described two girder end correspondences are arranged between described two risers, the girder bottom is provided with the hole that cooperates with upright edge, and the restriction girder moves relative to girder degree of protracting direction; Girder main support herein can not be dismantled in advance, as shown in Figure 4.When being used for being connected secondary beam on the described girder, base plate is arranged on the described supporting plate, and described time beam end is arranged between two risers, and girder is arranged in the described notch.
Wherein, second specific embodiment of described adjusting pressure pin 3, described supporting plate 35 both sides upwards are respectively arranged with spacing riser, and the distance between the described spacing riser is suitable with girder holder width.
Described girder holder fit adjustment pressure pin 3 second specific embodiments use, be used to connect secondary beam and girder, girder holder herein is arranged on middle part or other junctions, non-end of girder, described two risers correspondence respectively are arranged on the described supporting plate between the two spacing risers, described time beam end is arranged between two risers, girder is arranged in the described notch, secondary beam herein can be dismantled in advance, but regulate pressure pin owing to can not in the bowl fastening type scaffold upright rod, take off by the restriction of girder locus, top, so still stay in the bowl fastening type scaffold upright rod after disassembling the secondary beam of its support, as shown in the figure shown in 3.The girder butt plate directly is positioned on the supporting plate of adjusting pressure pin of schematic structure, and the girder holder structure does not comprise the vertical shaft of its bottom.
Further, described corbel specifically constitutes cross section by base plate with the riser that is arranged on described base plate both sides and takes the shape of the letter U, be relatively set with the suitable notch 202 of described girder outer wall on described two risers, described floor length forms breach less than described two risers respectively at its two ends, described base plate two ends upwards are respectively arranged with the upright edge that highly is lower than described riser height, described base plate middle part is provided with and the suitable perforating of described telescopic suspension ring, described base plate lower surface is to being arranged with and described telescopic and suitable suspension ring 201 of girder suspension ring, described suspension ring and be arranged in the suspension ring in the described perforating and be equipped with wedge shape fastening block 30.
Described secondary beam is a box section, for the ease of fixed form and described secondary beam, in inside, described secondary beam two ends wooden unit 21 is set respectively, on the inferior top surface of the beam of described wooden unit correspondence breach is set respectively.By barbed portion template and wooden unit are fixed, thereby template is fixed on the secondary beam.
Described girder is provided with stretching structure, described stretching structure comprises telescopic 11 and is arranged on the interior telescopic shaft 12 of described telescopic, described telescopic is provided with suspension ring 13 and lock-screw, axially bored line and described telescopic length direction approximate vertical in the described suspension ring.This kind structure is convenient at girder end bridge joint secondary beam by telescopic and suspension ring.Described stretching structure equally also is applicable to secondary beam, and described stretching structure comprises telescopic and be arranged on the interior telescopic shaft of described telescopic that described telescopic is provided with lock-screw.
Further, from the bottom secondary beam is disassembled in work progress for convenience, girder cross section and described suspension ring endoporus all are square, and described lock-screw and described suspension ring are arranged on two adjacent faces of described telescopic.
Above-mentioned structure, girder and secondary beam are well shape construction formwork braced structures by girder holder and time crisscross setting of corbel, the girder holder is inserted axle and is inserted in the hollow section that is arranged on the adjusting pressure pin, be arranged in the described bowl fastening type scaffold standpipe by the screw rod support of regulating the pressure pin bottom, regulate well shape construction formwork braced structures upper/lower positions on the whole by the rotation hollow section, locking nut is used to adjust the position height of whole well shape construction formwork braced structures, the extension supporting plate of hollow section upper end contacts with the girder bottom face, be used to support well shape construction formwork braced structures, insert axle translation in hollow section and adjust the horizontal direction position, can compensate like this because the poor location that the flexural deformation of bowl fastening type scaffold standpipe brings, adjust flexibly, in addition, because the part secondary beam of this kind structure directly is connected with girder by time corbel, in work progress, can be when concrete solidify fully, unclamp time corbel and secondary beam, template 40 on most secondary beams and the secondary beam can be utilized once more, and girder and all the other fractions be positioned at girder wherein the secondary beam do not taken out of an end can not completely crued concrete be supported to arrive in next continuation of the effect of bowl buckle scaffold, and do not influence construction progress.
Above-mentioned structure, girder all is arranged in the notch of girder holder and time corbel, inferior beam end is arranged on the notch two ends riser of girder holder and time corbel and its vertical plates on both sides and encloses and put in the U-lag that forms, the upright of indentation, there moved along its length direction along limiting secondary beam, the girder holder is arranged in the adjusting pressure pin by the slotting axle insertion of its bottom, undertaken fastening by the wedge shape fixed block in the suspension ring of the inferior suspension ring of secondary beam backing portion and girder telescopic and girder bottom, time saving and energy saving in unloading process, and firm better performances.
The utility model is not limited to above-mentioned embodiment; no matter on its shape or structure, do any variation; every early-dismantling system that utilizes above-mentioned bowl fastening type scaffold to support all is a kind of distortion of the present utility model, all should think and drop within the utility model protection domain.
Claims (7)
1. the early-dismantling system that supports of a bowl fastening type scaffold, the girder and the secondary beam that comprise crisscross setting, it is characterized in that, described girder and secondary beam all are arranged on girder holder and time corbel, the girder holder is connected with the bowl fastening type scaffold by regulating pressure pin, described adjusting pressure pin is a column, described column top is hollow section. the double-screw bolt of bottom for matching with described bowl fastening type scaffold upright rod endoporus, described double-screw bolt is provided with locking nut, described hollow section upper surface to around extend to form supporting plate, described girder backing portion inserts axle to being arranged with, and described slotting axle external diameter is less than described hollow section internal diameter.
2. the early-dismantling system that bowl fastening type scaffold as claimed in claim 1 supports, it is characterized in that, described girder is provided with stretching structure, described stretching structure comprises telescopic and is arranged on the interior telescopic shaft of described telescopic, described telescopic is provided with suspension ring and lock-screw, axially bored line and described telescopic length direction approximate vertical in the described suspension ring.
3. the early-dismantling system that bowl fastening type scaffold as claimed in claim 1 or 2 supports, it is characterized in that, described secondary beam is provided with stretching structure, and described stretching structure comprises telescopic and be arranged on the interior telescopic shaft of described telescopic that described telescopic and girder are provided with lock-screw.
4. the early-dismantling system that bowl fastening type scaffold as claimed in claim 3 supports is characterized in that primary and secondary beam cross section and described suspension ring endoporus all are square, and described lock-screw and described suspension ring are arranged on two adjacent faces of described telescopic.
5. the early-dismantling system that bowl fastening type scaffold as claimed in claim 4 supports, it is characterized in that, described girder holder constitutes cross section by base plate with the riser that is arranged on described base plate both sides and takes the shape of the letter U, spacing between described two risers is suitable with the width of described girder or secondary beam, be relatively set with the suitable notch of described girder outer wall on described two risers, described floor length forms breach less than described two risers respectively at its two ends, and described base plate two ends upwards are respectively arranged with the upright edge that highly is lower than described riser height; Described girder holder connects girder, and described base plate is arranged on the described supporting plate, and described girder end is arranged between described two risers; Described girder holder connects the primary and secondary beam, and base plate is arranged on the described supporting plate, and described time beam end is arranged between two risers, and girder is arranged in the described notch.
6. the early-dismantling system that bowl fastening type scaffold as claimed in claim 5 supports, it is characterized in that, described corbel specifically constitutes cross section by base plate with the riser that is arranged on described base plate both sides and takes the shape of the letter U, be relatively set with the suitable notch of described girder outer wall on described two risers, described floor length forms breach less than described two risers respectively at its two ends, described base plate two ends upwards are respectively arranged with the upright edge that highly is lower than described riser height, described base plate middle part is provided with and the suitable perforating of described telescopic suspension ring, described base plate lower surface to be arranged with described telescopic and girder on suitable suspension ring of suspension ring, described suspension ring and be arranged in the suspension ring in the described perforating and be equipped with the wedge shape fastening block.
7. the early-dismantling system that bowl fastening type scaffold as claimed in claim 6 supports is characterized in that described secondary beam is a box section, and inside, described secondary beam two ends is respectively arranged with wooden unit, on the inferior top surface of the beam of described wooden unit correspondence breach is set respectively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201765332U CN201671355U (en) | 2010-04-30 | 2010-04-30 | Template early-dismantling system of bowl-scaffold support |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010201765332U CN201671355U (en) | 2010-04-30 | 2010-04-30 | Template early-dismantling system of bowl-scaffold support |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201671355U true CN201671355U (en) | 2010-12-15 |
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ID=43328767
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010201765332U Expired - Fee Related CN201671355U (en) | 2010-04-30 | 2010-04-30 | Template early-dismantling system of bowl-scaffold support |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201671355U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104912322A (en) * | 2015-07-06 | 2015-09-16 | 广东省第四建筑工程有限公司 | Early dismantling supporting system for plastic template and construction method thereof |
| CN105986668A (en) * | 2015-02-03 | 2016-10-05 | 梁苏珊 | Quick-dismounting double adjustable screw for building bracing formwork setup, quick dismouter, using structure and construction method |
| CN109610816A (en) * | 2018-12-12 | 2019-04-12 | 广东志特新材料科技有限公司 | A kind of aluminium alloy Quick-action type template system and its construction method |
-
2010
- 2010-04-30 CN CN2010201765332U patent/CN201671355U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105986668A (en) * | 2015-02-03 | 2016-10-05 | 梁苏珊 | Quick-dismounting double adjustable screw for building bracing formwork setup, quick dismouter, using structure and construction method |
| CN105986668B (en) * | 2015-02-03 | 2019-07-12 | 黄诗玲 | For building the compound adjusting screw of Quick Release, device for quick-dismantling that support for shuttering is set up, using structure and construction method |
| CN104912322A (en) * | 2015-07-06 | 2015-09-16 | 广东省第四建筑工程有限公司 | Early dismantling supporting system for plastic template and construction method thereof |
| CN104912322B (en) * | 2015-07-06 | 2017-02-01 | 广东省第四建筑工程有限公司 | Early dismantling supporting system for plastic template and construction method thereof |
| CN109610816A (en) * | 2018-12-12 | 2019-04-12 | 广东志特新材料科技有限公司 | A kind of aluminium alloy Quick-action type template system and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20101215 Termination date: 20160430 |