CN201826527U - Unit type inserting and clamping form board supporting system - Google Patents
Unit type inserting and clamping form board supporting system Download PDFInfo
- Publication number
- CN201826527U CN201826527U CN2010202228113U CN201020222811U CN201826527U CN 201826527 U CN201826527 U CN 201826527U CN 2010202228113 U CN2010202228113 U CN 2010202228113U CN 201020222811 U CN201020222811 U CN 201020222811U CN 201826527 U CN201826527 U CN 201826527U
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- stupefied
- vertical rod
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- brace
- cross bar
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Abstract
The utility model belongs to the field of concrete formwork engineering, in particular relates to a unit type inserting and clamping form board supporting system, which mainly comprises a base, upright rods, main edges, secondary edges, flanges, cross rods, inclined rods, U-shaped connectors, and main and secondary edge connectors, wherein the U-shaped connectors are inserted at the top ends of the upright rods; the bottom ends of the upright rods are inserted in the base to form an upright rod system; one ends of the main edges are connected with the top ends of the U-shaped connectors, and the other ends of the main edges are connected with and supported by another upright rod system; connectors are arranged at two ends of the cross rods and the inclined rods, and can be respectively inserted and clamped in the flanges of two upright rods; two upright rod systems, one main edge and a plurality of cross rods and inclined rods form a unit frame; two ends of the secondary edges are respectively connected with the main edge of two unit frames through the main and secondary edge connectors, and finally form a supporting unit. The unit type inserting and clamping form board supporting system consumes less material, the structure is simple, and the erecting speed is quick.
Description
Technical field
The utility model belongs to concrete blinding engineering field, is specifically related to a kind of modular insert card type form bracing system that is applied to the construction of civil engineering concrete beam and plate.
Background technology
At present, form bracing system commonly used mainly contains in the concrete structure engineering construction: steel tube fastener formula form bracing system, gate-type form bracing system, bowl fastening type form bracing system, can regulate independent steel support shuttering support system etc.In addition, also have in some outlying districts with flitch as the form bracing system that supports.These form bracing systems all exist certain limitation and deficiency, and what have will consume a large amount of artificial, bamboo and wood materials; Some complex structures are also arranged, and it is slower to set up speed, and component and fitting damages easily to be lost.
Summary of the invention
The purpose of this utility model is to provide a kind of material economy, simply constructed modular insert card type form bracing system.
The modular insert card type form bracing system that the utility model proposes mainly is made up of base 1, vertical rod 3, main stupefied 4, inferior stupefied 5, flange 15, cross bar 6, brace 7, U type head joint 8 and the stupefied joint 9 of primary and secondary etc.Wherein, there is a groove on U type head joint 8 tops, are complementary with the cross sectional shape of leading stupefied 4, and u shaped connector 8 inserts vertical rods 3 tops, and vertical rod 3 bottoms are inserted base 1 and carried out firmly base 1, vertical rod 3 and vertical rod system of U type head joint 8 formation; An end of main stupefied 4 is connected with the top groove of U type head joint 8, and 8 couples of masters of U type head joint stupefied 4 support force is acted in the whole vertical rod system, connects the other end that supports master stupefied 4 by another one vertical rod system simultaneously; Length direction welding flange 15 along vertical rod 3, cross bar 6, brace 7 rod ends are equipped with jointing, the two ends jointing of cross bar 6 plug-in card respectively is connected in two columns relatively on the flange 15 of level, and the two ends jointing of brace 7 plug-in card respectively is connected on the flange 15 of oblique relatively position in two columns; Two vertical rod systems, a master stupefied 4 and several cross bars 6 and brace 7 form a unit framework; Cross bar 6 and brace 7 also can the aforementioned manner plug-in card be connected on the flange in the vertical rod 3 in two unit frameworks, to connect two unit frameworks; On main stupefied 4 the stupefied joint 9 of several primary and secondarys can be installed, inferior stupefied 5 two ends are connected with master stupefied 4 in two unit frameworks respectively by the stupefied joint 9 of primary and secondary, and the usefulness cross bar is connected with brace between two unit frameworks; And finally make whole base 1, vertical rod 3, U type head joint 8, cross bar 6, brace 7, main stupefied 4 and inferior stupefied 5 connect into a support unit (see figure 1).Between a plurality of support units by main stupefied 4, cross bar 6 is connected with brace 7 and the form bracing system of final whole room of formation and floor.
In the utility model, described base can be an adjustable frames, is used to regulate the bearing height of vertical rod, if the height adjustment range of adjustable base is not enough, also can increase the adjusting height by the auxiliary rod 2 that is arranged in the vertical rod 3, to satisfy the bearing height requirement.
In the utility model, main stupefied 4 and inferior stupefied 5 cross section is square steel pipe, the preferred 70mm * 50mm of its sectional dimension; The cross section of vertical rod 3, cross bar 6, brace 7 is circle.
In the utility model, if the size in room does not meet the modulus requirement, can set up telescopic head, main stupefied (4) or inferior stupefied (5) can connect prolongation by telescopic head.Should flexible first end be less than main stupefied 4 or the square steel pipe of the thickness of steel pipe in inferior stupefied 5 cross sections, the other end be welded with one and main stupefied 4 or the identical square steel pipe in inferior stupefied 5 cross sections.Small bore one end can insert main stupefied 4 or inferior stupefied 5, to prolong master stupefied 4 or inferior stupefied 5 length in the support unit, replenishes and makes support system can satisfy the not planar dimension of chummery, the requirement of realization formwork.If the telescopic head of main stupefied 4 extended end is long, can use the movable head joint to replace U type head joint to strengthen steadiness.
The utility model has been simplified the composition of concrete beam plate form bracing system, thereby simple structure has been accelerated speed of application; System component and fitting flexible configuration can adapt to different planes and attach structure and arrange size.
Advantage of the present utility model is:
1, material economy: by the stupefied use of square steel pipe primary and secondary, save a large amount of timber, complied with the tendency of the day of environmental protection and popularization low-carbon (LC);
2, compliance is strong: accessory can adapt to different architectural planes and height dimension by being connected of vertical rod, movable head joint, scalable master be stupefied etc.;
3, good stability: by setting up brace, reasonable distribution is stressed, increases the resistance to overturning of system, can improve the scaffolding height of modular insert card type form bracing system greatly;
4, widely applicable: as not only to can be used for the form work engineering of concrete beam plate system, also can be applicable to build, the scaffold building in the engineering construction such as bridge, also can be used for setting up of temporary structures such as stage, advertisement frame;
5, easy construction: the form of plug-in card is adopted in the connection between the modular insert card type form bracing system rod member, makes things convenient for workman's constructing operation, improves and takes the speed of tearing open, can reduce manpower consumption significantly, reduces cost of labor;
6, civilized construction: modular insert card type form bracing system vertical pole ' s span is provided with rationally, can stay facility worker passage according to on-the-spot needs, and field channels is spacious neat, improves the civilized construction degree;
7, highly versatile: the main component and fitting of modular insert card type form bracing system is a standard member, is difficult for using with during the site operation assembling, is beneficial to the raising of construction quality.
8, turnover rate height: by the stupefied interlaced arrangement of primary and secondary, template be laid on time stupefied on, its surface is with main stupefied on same absolute altitude.During form removal, remove time stupefied stripping that gets final product earlier.Can realize thus tearing open template and inferior stupefied morning, reduce the configuration quantity of template, improve the turnover rate of material.
9, harmony is good: can coordinate beam slab and join mould simultaneously, utilize horizontal cross bar brace summer soffit formwork, reach the purpose of joining mould simultaneously.
Description of drawings
Fig. 1 is the unit combination schematic diagram.
Fig. 2 is main stupefied schematic diagram.
Fig. 3 is a time stupefied schematic diagram.
Fig. 4 is the adjustable joint.
Fig. 5-1 is a U type head joint elevation, and Fig. 5-2 is a U type head joint side view.
Fig. 6-1 is the vertical rod schematic diagram, and Fig. 6-2 is the vertical rod vertical view.
Fig. 7-1 is the stupefied joint elevation of primary and secondary, and Fig. 7-2 is the stupefied joint side view of primary and secondary.
Fig. 8 is an adjustable supports base schematic diagram.
Fig. 9 is the auxiliary rod schematic diagram.
Figure 10-1 is the horizon bar vertical view, and Figure 10-2 is the horizon bar elevation
Figure 11-1 is the brace vertical view, and Figure 11-2 is a brace joint elevation
Figure 12 is the telescopic head schematic diagram
Figure 13 is the independent support schematic diagram
Figure 14 is that modular insert card type form bracing system is used schematic diagram
Number in the figure: 1, base; 2, auxiliary rod; 3, vertical rod; 4, main stupefied; 5, inferior stupefied; 6, cross bar; 7, brace; 8, U type head joint; 9, the stupefied joint of primary and secondary; 10, floor; 11, beam; 12, flitch; 13, template; 14, split bolt; 15, flange.
The specific embodiment
Figure 14 is the modular form bracing system sectional detail drawing when using.Before construction, engineers and technicians should carry out the location of vertical rod position and carry out mark according to beam, the post deployment scenarios in room-sized and room earlier; After the location finished, the workman was put adjustable base, inserts vertical rod and is inserted corresponding joint according to the template construction scheme at the vertical rod top on anchor point; Along flange of the every interval 500mm welding of the length direction of vertical rod, the workman at first connects two vertical rods by flange with cross bar, and connects the 3rd, the 4th vertical rod successively, and four vertical rods are by being connected to form a stable lattice unit.Note, when connecting, the twice horizontal cross bar need be set, each one of vertical rod top, bottom with cross bar; In addition, higher as the floor height of fruit structure, need to add brace to increase the stability of form bracing system according to the template construction scheme.After form bracing system was set up and finished, engineers and technicians need adjust main stupefied height in the support system, made main stupefied surface on same absolute altitude, after Height Adjustment finishes, can lay template thereon, and begin follow-up construction.
Claims (6)
1. a modular insert card type form bracing system is characterized in that being made up of base (1), vertical rod (3), main stupefied (4), inferior stupefied (5), flange (15), cross bar (6), brace (7), U type head joint (8) and the stupefied joint of primary and secondary (9); Wherein, there is a groove on U type head joint (8) top, is complementary with the cross sectional shape of leading stupefied (4), and u shaped connector (8) inserts vertical rod (3) top, base (1) is inserted in vertical rod (3) bottom, and base (1), vertical rod (3) and U type head joint (8) form a vertical rod system; One end of main stupefied (4) is connected with the top groove of U type head joint (8), connects the other end that supports main stupefied (4) by another one vertical rod system simultaneously; Length direction along vertical rod (3) is provided with flange (15), cross bar (6), brace (7) rod end are equipped with jointing, the two ends jointing of cross bar (6) plug-in card respectively is connected in two columns relatively on the flange of level (15), and the two ends jointing of brace (7) plug-in card respectively is connected on the flange (15) of oblique relatively position in two columns; Two vertical rod systems, a master stupefied (4) and several cross bars (6) and brace (7) form a unit framework; On main stupefied (4) the stupefied joint of several primary and secondarys (9) is installed, the two ends of inferior stupefied (5) are connected with master stupefied (4) in two unit frameworks respectively by the stupefied joint of primary and secondary (9); Be connected with brace with cross bar between two unit frameworks, make whole base (1), vertical rod (3), U type head joint (8), cross bar (6), brace (7), main stupefied (4) and time stupefied (5) connect into a support unit; Be connected and form the form bracing system of whole room and floor between a plurality of support units by main stupefied (4), cross bar (6) and brace (7).
2. a modular insert card type form bracing system as claimed in claim 1 is characterized in that described base support is Height Adjustable.
3. a modular insert card type form bracing system as claimed in claim 1 is characterized in that described vertical rod (3) is provided with height-adjustable auxiliary rod (2).
4. a modular insert card type form bracing system as claimed in claim 1 is characterized in that the cross section of described master stupefied (4) and time stupefied (5) is square steel pipe, and sectional dimension is 70mm * 50mm.
5. a modular insert card type form bracing system as claimed in claim 1 is characterized in that the cross section of described vertical rod (3), cross bar (6), brace (7) is circle.
6. a modular insert card type form bracing system as claimed in claim 1 is characterized in that main stupefied (4) or inferior stupefied (5) can connect prolongation by telescopic head.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202228113U CN201826527U (en) | 2010-06-10 | 2010-06-10 | Unit type inserting and clamping form board supporting system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010202228113U CN201826527U (en) | 2010-06-10 | 2010-06-10 | Unit type inserting and clamping form board supporting system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201826527U true CN201826527U (en) | 2011-05-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010202228113U Expired - Fee Related CN201826527U (en) | 2010-06-10 | 2010-06-10 | Unit type inserting and clamping form board supporting system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201826527U (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106088587A (en) * | 2016-08-16 | 2016-11-09 | 山东天齐置业集团股份有限公司 | A kind of Combined formwork support system |
| CN106150056A (en) * | 2015-03-23 | 2016-11-23 | 群力发(北京)科技开发有限公司 | A kind of multifunction scaffold |
| CN108343233A (en) * | 2018-02-07 | 2018-07-31 | 中国核电工程有限公司 | The reusable primary quick support construction of floor slab construction for introducing equipment |
| CN108442691A (en) * | 2018-02-07 | 2018-08-24 | 中国核电工程有限公司 | A kind of quick method for supporting of reusable floor slab construction |
| CN113202037A (en) * | 2021-05-07 | 2021-08-03 | 中交一公局集团有限公司 | Inner support structure for culvert and construction method |
-
2010
- 2010-06-10 CN CN2010202228113U patent/CN201826527U/en not_active Expired - Fee Related
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106150056A (en) * | 2015-03-23 | 2016-11-23 | 群力发(北京)科技开发有限公司 | A kind of multifunction scaffold |
| CN106088587A (en) * | 2016-08-16 | 2016-11-09 | 山东天齐置业集团股份有限公司 | A kind of Combined formwork support system |
| CN106088587B (en) * | 2016-08-16 | 2019-04-26 | 山东天齐置业集团股份有限公司 | A kind of Combined formwork support system |
| CN108343233A (en) * | 2018-02-07 | 2018-07-31 | 中国核电工程有限公司 | The reusable primary quick support construction of floor slab construction for introducing equipment |
| CN108442691A (en) * | 2018-02-07 | 2018-08-24 | 中国核电工程有限公司 | A kind of quick method for supporting of reusable floor slab construction |
| CN108343233B (en) * | 2018-02-07 | 2021-04-16 | 中国核电工程有限公司 | Reusable floor construction rapid supporting structure with one-time introduction equipment |
| CN113202037A (en) * | 2021-05-07 | 2021-08-03 | 中交一公局集团有限公司 | Inner support structure for culvert and construction method |
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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: 20110511 Termination date: 20140610 |