CN2310122Y - Early dismounting shuttering multi-function assembly well type scaffolding - Google Patents
Early dismounting shuttering multi-function assembly well type scaffolding Download PDFInfo
- Publication number
- CN2310122Y CN2310122Y CN 97210129 CN97210129U CN2310122Y CN 2310122 Y CN2310122 Y CN 2310122Y CN 97210129 CN97210129 CN 97210129 CN 97210129 U CN97210129 U CN 97210129U CN 2310122 Y CN2310122 Y CN 2310122Y
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- formwork system
- scaffold
- well
- formula
- early stripping
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Abstract
The utility model provides an early dismounting shuttering multi-function assembled well type scaffolding which is used for the technical field of the building operation. An assembled well type frame, a vertical and horizontal free horizontal beam, and a shuttering or a scaffold plate which is positioned on the vertical and horizontal free horizontal beam are arranged in the well type scaffolding, and a shuttering device is arranged between the assembled well type frame and the vertical and horizontal free horizontal beam. The utility model can be assembled on the field, the assembled well type frame can be integrally assembled and dismounted, and thus the utility model can be the scaffolding can be singly used as the scaffolding. Meanwhile, the utility model can also be used as a unification of a form cage and the scaffolding. The shuttering surfaces of any kind and specification can be added to be used for the early dismounting shuttering for the beam and floor plates.
Description
The utility model relates to a kind of scaffold, particularly be the multi-functional assembling well of a kind of early stripping formwork system formula scaffold.
Be used for scaffold and template frame in the domestic construction construction at present, except that dedicated templates, mainly partly form by combined steel formwork and steel pipe support etc.The combined steel formwork single-block area is little, required specification is many, and need to use a large amount of connectors, the template fixed single, early stripping formwork system is organized in inconvenience, it is big to install, remove workload, time-consuming, and the early stripping formwork system support frame device that adopts in the domestic construction construction at present all adopts the unidirectional or two-way special use typing beam of assembling on the lift head, after lift head descends, remove special use typing beam and reach, so vertical, horizontal typing beam uses installation dumb except that the purpose of tearing open.
In view of above reason, the purpose of this utility model is for a kind of good stability is provided, highly versatile, and demolition, installation are flexible, can be suitable for multiple template plate face, the multi-functional assembling well of saving of work and time labour-saving early stripping formwork system formula scaffold.
The purpose of this utility model is achieved in that assembling well formula frame in the utility model, Free water flat-topped ridge in length and breadth, be positioned at the template scaffold floor on the Free water flat-topped ridge in length and breadth, assemble well formula frame and early stripping formwork system device (referring to Fig. 1) is arranged between the Free water flat-topped ridge in length and breadth, template plate face can adopt bamboo (wood) veneer of band frame or not with bamboo (wood) veneer of frame, bulk is put in order the plate assembly unit, and also available combination steel form or other various types of template faces are tiled on the wattle or are tiled in the top side of Free water flat-topped ridge in length and breadth.
Have in the above-mentioned early stripping formwork system device to be connected Free water flat-topped ridge and the dogging of assembling on the well formula frame in length and breadth, be tightly packed in the chock (referring to Fig. 1, Figure 10, Figure 12) on the dogging.
Have in the above-mentioned early stripping formwork system device many use connector, dogging be contained in more than with on the connector (referring to Figure 14, Figure 10).
Above-mentioned dogging is shaped as U-shaped (referring to Fig. 1, Figure 10, Figure 12).
At least one group of key hole formula frame and/or adjustable well formula frame and/or non-standard well formula frame (referring to Fig. 1, Figure 14, Figure 15) are arranged in the above-mentioned assembling well formula frame.
In above-mentioned key hole formula frame, the non-standard well formula frame left corner pin, right corner are arranged respectively, the grit connection bearing of putting more energy into is arranged, put more energy into to connect on the bearing at grit grit (referring to Fig. 1, Fig. 5, Figure 14) is housed at left and right corner post upper and lower side.
There is grit to connect bearing in the middle of the left and right corner post of above-mentioned key hole formula frame, connects on the bearing at grit and grit is housed, (referring to Fig. 1, Fig. 2, Fig. 3, Fig. 5).
Four adjustable interior corner posts are arranged in the above-mentioned adjustable well formula frame, and adjustable interior corner post upper and lower end is provided with adjustable interior corner post early stripping formwork system and connects bearing, and grit (referring to Fig. 1, Figure 14, Fig. 7, Fig. 9) is housed on interior corner post.
Be positioned at assembling well formula frame bottom and/or top in the above-mentioned scaffold sleeve pipe micromatic setting is arranged, in the sleeve pipe micromatic setting base is arranged, place the screw rod on the base, the sleeve pipe that is connected with screw rod connects bearing (referring to Fig. 1, Figure 11, Figure 14), vertically can do vertical load-bearing and support, level can be kept off native support as groove.
In the above-mentioned assembling well formula frame fastening correction stay bolt bar (referring to Figure 15, Figure 26) is arranged.
In the form work engineering construction of cast-in-situ concrete beam and floor, with any spacing of assembling well formula frame by requirement of engineering, netted in length and breadth arrangement, establish Free water flat-topped ridge in length and breadth between each assembling well formula frame, they are connected into an integral body, the Free water flat-topped ridge in length and breadth to all encorbelmenting on demand in length and breadth, the Free water flat-topped ridge intersects up and down in length and breadth, degree of hesitating and cross section can be determined arbitrarily as required, and can adopt all kinds of shaped steel or wooden a tree, used in making timber for boats completely spreading bulk template plate face or other template plate face on the Free water flat-topped ridge in length and breadth, just form early stripping formwork system frame as shown in Figure 1.Equally on this basis, only set up the additional bearing that connects of early stripping formwork system topmost at assembling well formula frame, and on Free water flat-topped ridge in length and breadth rare shop wattle, on the wattle of rare shop, completely spread bulk template plate face or other template plate face and just form early stripping formwork system frame shown in Figure 14 simultaneously in this well formula frame appropriate location, establish the fastening correction stay bolt bar of some on demand, to guarantee the verticality and the integral rigidity of template frame.Because well formula frame is with Free water flat-topped ridge and template plate face are capable of being combined in length and breadth, also separable, so just constituted the function of early stripping formwork system, promptly become cast-in-place beam floor early stripping formwork system construction well formula frame, when concrete structure satisfies Free water flat-topped ridge span requirement back dismounting in length and breadth, withdraw from chock and dogging, the Free water flat-topped ridge falls in length and breadth, take off Free water flat-topped ridge in length and breadth, just dismountable template goes to next construction section with above material and uses, treat that this position concrete structure meets the requirements fully after, screw rod in the lemon pine sleeve pipe micromatic setting, take off the sleeve pipe micromatic setting, assembling well formula frame just overall pulling down goes to next construction section use.
In the construction of cast-in-place earth pillar form work engineering with fixed attention, the cross section that key hole formula frame inclusive NAND key hole formula frame is needed by post connects into assembling well formula frame, and in well formula frame, insert template plate face, template plate face is fixed on the grit with boring the silk knockout, the outside at four template plate faces assembling well formula trestle, making the bidirectional encipher structure on demand handles, when column section is big, can suitably set up split bolt, establish fastening correction stay bolt bar in the outside, four planes of assembling well formula trestle simultaneously, and add fastening correction stay bolt bar on the top of assembling well formula trestle mould quadrangular prism, with the verticality of assurance post mould and the requirement of integral rigidity, when the post height was excessive, the middle part should suitably increase, if fastening correction stay bolt bar promptly becomes cast-in-place as shown in figure 15 column template well formula scaffold.
Also adoptable method is when cast-in-situ concrete column template engineering is assembled: with two assembling well formula framves, wherein every assembling well formula trestle mould is only in one plane oppositely assembled grit, two planes of oppositely assembling are arranged as the bilateral symmetry of post mould, and assemble by the column section requirement at the grit place of their correspondences by two parallel grits, and between two assembling well formula framves between the parallel grit with two, insert template plate face, be fixed on the grit with boring the silk knockout, press the practice of post mould construction simultaneously, making the bidirectional encipher structure at four template plate faces of post handles, establish split bolt on demand, the outside, four planes and the post mould quadrangular prism of post are established fastening correction stay bolt bar, promptly become another cast-in-place column template well formula scaffold.
In the construction of cast-in-situ concrete shear wall formwork engineering, with well formula frame two dual-purpose grits or in length and breadth the Free water flat-topped ridge vertically connect into and need length, be located at the concrete wall both sides respectively, making the bidirectional encipher structure on demand in the well formula frame of the both sides of adjacent metope handles, can suitably set up split bolt as required, establish pre-buried bar dowel bottom at well formula frame and do the positioning correcting processing, use bolt topmost, and suitably establish fastening correction stay bolt bar, with the rigidity of assurance well formula shut die plate and the requirement of verticality, be convenient to adjust fixedly shear wall formwork, before the bolt of the top of shear wall formwork, insert template plate face, be fixed on grit or in length and breadth on the Free water flat-topped ridge, promptly become cast-in-situ concrete shear wall formwork well formula scaffold with the galvanized wire knockout.
In the template construction of high post or high-wall, the ascending manner constructure scheme is adhered in employing, its effect is better, adhere to the ascending manner constructure scheme, be after post or the first construction section concrete construction more than the foundation of wall are finished, its last layer well formula frame and template wouldn't be removed at same horizontal level, allow them appoint attached on the concrete structure, after remaining well formula frame and form removable, the well formula frame and the template on continuation assembling top on well formula frame that does not have to remove and template, the circulation construction is until the end face of post or wall like this, and this job practices is called and adheres to the ascending manner constructure scheme.
In the construction of scaffolding work, with well formula frame on demand, vertically connect into the scaffold skeleton with Free water flat-topped ridge in length and breadth, at the superiors' tiling scaffold floor, and upwards set up assembling with construction layer, and when vertical scaffold building assembled height is higher, can be by general job practices, in the suitable position of well formula frame, if temporary fixed support makes well formula frame attached on the building, to guarantee its rigidity requirement, promptly become external scaffolding, and can freely form internal scaffolding.Adopt simultaneously in length and breadth the Free water flat-topped ridge with well formula frame in length and breadth to connecting into integral body, promptly constitute full hall scaffold at the superiors' tiling scaffold floor, also can be assembled into portable full hall scaffold, well formula frame is more widely used in scaffold.
Assembling well formula frame is in construction, generally be to carry with engineering with an assembling well formula frame to assemble, remove, in scaffold and form work engineering, can independently satisfy the needs of scaffolding work and independent support system, simultaneously in form work engineering, template plate face and form cage and scaffold are organically combined, do not need to set up again separately scaffold, make the grillage unification, become a kind of ideal template frame.But assembled on site, self-contained the putting in order of assembling well formula frame torn open, can make scaffold and use, and can increase the template face of any kind of and specification, as the early stripping formwork system use of beam, floor also as floor framing and scaffold unification simultaneously.Assembling well formula frame is in scaffold and only support and form work engineering, can satisfy the needs of multiple function of use, assembling is flexible, highly versatile, economical with materials, the early stripping formwork system device is lower than the simple and easy to do expense of lift head, easy to assembly, saving of labor, save time, be convenient to a dead lift mounting or dismounting, also be convenient to mechanization lifting mounting or dismounting, the bulk template plate face of high-strength light easy to use and other various types of template plate faces, the few integral rigidity of mounting or dismounting connector is good in construction, be convenient to fixed correction, assembling stripping scaffold, laborsaving, saving of labor.
Describe embodiment of the present utility model in detail below in conjunction with accompanying drawing:
Fig. 1 is the cast-in-place plate basic templates of a utility model scaffolding structure schematic diagram.
Fig. 2 is a key hole formula shelf structure schematic diagram.
Fig. 3 is the A-A sectional view of Fig. 2.
Fig. 4 is the grit structural representation.
Fig. 5 is the left corner pin structural representation.
Fig. 6 is Free water flat-topped ridge structural representation in length and breadth.
Fig. 7 is adjustable interior corner post schematic diagram.
Fig. 8 is an early stripping formwork system additional support seat structural representation.
Fig. 9 is that adjustable interior corner post early stripping formwork system connects the bearing schematic diagram.
Figure 10 uses the connector structural representation more.
Figure 11 is a sleeve pipe micromatic setting structural representation.
Figure 12 is the bidirectional encipher structural representation.
Figure 13 is corner post and grit annexation schematic diagram.
Figure 14 is another structural representation of the cast-in-place plate basic templates of the utility model scaffold.
Figure 15 is the cast-in-place insulated column template of a utility model frame package assembly schematic diagram.
Figure 16 is fastening correction stay bolt bar structural representation.
Embodiment 1:
Fig. 1～Figure 13 has provided embodiment 1 structural representation.Template plate face 1 is arranged in the utility model, and the Free water flat-topped ridge 2 in length and breadth, assembling well formula frame 3 early stripping formwork system devices 4, micromatic setting 5.In the assembling well formula frame 3 key hole formula frame 6 and adjustable well formula frame 7 are arranged.A cross sectional shape shown in Figure 5 left side (right side) corner post 8 for " L " type is arranged in the key hole formula frame 6 shown in Figure 2, (right corner and left corner pin symmetry), up and down be equipped with grit and put more energy into and connect bearing 9 in two ends at a left side (right side) corner post, with the outer side of corner post end is " mouth " type, opposite side is " L " and " " type, form a plane at the bottom of the end, and be drilled with bolt connecting hole, be convenient to that grit connects and up and down corner post vertically connect and as bearing.Be provided with grit in two outsides, centre an of left side (right side) corner post simultaneously and connect bearing 10, its outside is " L " shape, reversed arrangement also is drilled with threaded connection hole, grit connects in the middle of being convenient to, with left and right corner post corresponding in twos arrange and put more energy at corner post end grit connect bearing and be connected the grit of assembling on the bearing as shown in Figure 4 11 with grit and promptly form key hole formula frame.Having as shown in Figure 7 in the adjustable well formula frame 7, cross sectional shape is L shaped adjustable interior corner post 12, the corner post early stripping formwork system connects bearing 13 in the two ends up and down of interior corner post 12 are furnished with as shown in Figure 9 adjustable, its bearing inboard is " L " shape, " L " shape outside have the relevant position, upper end that connects the plane and be drilled with bolt connecting hole corner post in adjustable with bolt with grit shown in Figure 4 be assembled in adjustable on the corner post, simultaneously the interior corner post early stripping formwork system of lower end is connected corner post end grit in the key hole formula frame (or non-standard well formula frame) at bearing and following position and put more energy into and be connected bearing and vertically connect, promptly form adjustable derrick.Buckle " U " shape card 14 on the grit that vertically is loaded on Free water flat-topped ridge in length and breadth and is positioned at the column both sides is arranged in the early stripping formwork system device 4, and chock 15 is tightly packed in length and breadth between Free water flat-topped ridge and U-shaped card or between column and U-shaped card.Template plate face is tiled in the superiors of Free water flat-topped ridge in length and breadth and fixing.Place the micromatic setting of sleeve pipe as shown in figure 11 5 of key hole formula frame bottom that base 16 is arranged, be connected the fine setting screw rod 17 on the base, the sleeve pipe that is connected with screw flight connects bearing 18.
Embodiment 2:
Figure 14, Fig. 2～Figure 13 have provided another structural representation of the utility model cast-in-situ beam slab basic templates scaffold.Present embodiment 2 is basic same with embodiment 1.Not existing together is many early stripping formwork system additional support seat 20, the rare shop wattles of assembling on the well formula frame 21 that are connected with connector 19 that also have in the early stripping formwork system device by shown in Figure 10.Many levelling backing plates 22 with plane on the connector.Two doggings, 23 1 ends are fixed by bolts to many with on the connector and the other end hangs on the corner post.With the connector downside stiffener 32 is arranged how.
Embodiment 3:
Figure 15, Figure 16 have provided embodiment 3 cast-in-place independent template frame assembling schematic diagrames.Key hole formula frame 24, non-standard well formula frame 25 are arranged.Non-standard well formula shelf structure is basic identical with key hole formula frame, and the no grit that do not exist together connects bearing, and it highly has only 1/2 of key hole formula frame.In assembling well formula frame, fastening correction stay bolt bar 26 is arranged.Have symmetry to be loaded on the bolt 27 with several activity chains on the well formula frame in the fastening correction stay bolt bar, what is connected with a band activity chain bolt 27 contains the blue bolt 29 of spending of hook 28, and the two ends of stay bolt bar 30 are with activity chain bolt 27 to be connected with hook 28 with another respectively.In bore template 31 fill-in well formula framves.And be fixed on the grit with galvanized wire.
According to the desired height well formula frame number that settles the standard.
Free water flat-topped ridge cross sectional shape is " " shape and " worker " shape in length and breadth, at Free water flat-topped ridge both ends of the surface one sidetracking in length and breadth two bolt connecting holes are arranged, to in length and breadth with connector or grit more than available, the Free water flat-topped ridge is prolonging to connecting as required in length and breadth, at two different edge places of Free water flat-topped ridge in length and breadth, maximum planes size by well formula frame is drilled with two groups of locating holes, available " U " shape card or many flat-topped ridges of Free water in length and breadth of inciting somebody to action as shown in Figure 6 with connector are pressed the processing of bidirectional encipher structure, Free water flat-topped ridge in length and breadth is fixed on the well formula frame, and becomes wall mould skeleton.
Claims (10)
1, the multi-functional assembling well of early stripping formwork system formula scaffold is characterized in that having in the described scaffold assembling well formula frame, in length and breadth the Free water flat-topped ridge, be positioned at template or scaffold floor on the Free water flat-topped ridge in length and breadth, assembling well formula frame and the early stripping formwork system device is arranged between the Free water flat-topped ridge in length and breadth.
2, the multi-functional assembling well of early stripping formwork system as claimed in claim 1 formula scaffold is characterized in that having in the described early stripping formwork system device being connected Free water flat-topped ridge and the dogging of assembling on the well formula frame in length and breadth, is tightly packed in the chock on the dogging.
3, the multi-functional assembling well of early stripping formwork system as claimed in claim 2 formula scaffold, to use connector, dogging to be contained in it is characterized in that having in the described early stripping formwork system device many with on the connector more.
4, the multi-functional assembling well of early stripping formwork system as claimed in claim 2 formula scaffold is characterized in that described dogging is shaped as " " shape.
5, the multi-functional assembling well of early stripping formwork system as claimed in claim 1 formula scaffold is characterized in that at least one group of key hole formula frame and/or adjustable well formula frame and/or non-standard well formula frame are arranged in the described assembling well formula frame.
6, the multi-functional assembling well of early stripping formwork system as claimed in claim 5 formula scaffold, it is characterized in that in described key hole formula frame, the non-standard well formula frame left corner pin, right corner being arranged respectively, the grit connection bearing of putting more energy into is arranged in left and right corner post lower end, put more energy into to connect on the bearing at grit grit is housed.
7, the multi-functional assembling well of early stripping formwork system as claimed in claim 6 formula scaffold is characterized in that the left and right corner post centre of described key hole formula frame has grit to connect bearing, connects on the bearing at grit grit is housed.
8, the multi-functional assembling well of early stripping formwork system as claimed in claim 5 formula scaffold, it is characterized in that having in the described adjustable well formula frame four adjustable interior corner posts, adjustable interior corner post upper and lower end is provided with adjustable interior corner post early stripping formwork system and connects bearing, on interior corner post grit is housed.
9, the multi-functional assembling well of early stripping formwork system as claimed in claim 1 formula scaffold, it is characterized in that being positioned in the described scaffold assembling well formula frame bottom and/or top has the sleeve pipe micromatic setting, in the sleeve pipe micromatic setting base is arranged, place the screw rod on the base, the sleeve pipe that is connected with screw rod connects bearing.
10, the multi-functional assembling well of early stripping formwork system as claimed in claim 1 formula scaffold is characterized in that in the described assembling well formula frame fastening correction stay bolt bar being arranged.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97210129 CN2310122Y (en) | 1997-04-18 | 1997-04-18 | Early dismounting shuttering multi-function assembly well type scaffolding |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 97210129 CN2310122Y (en) | 1997-04-18 | 1997-04-18 | Early dismounting shuttering multi-function assembly well type scaffolding |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN2310122Y true CN2310122Y (en) | 1999-03-10 |
Family
ID=33929141
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 97210129 Expired - Fee Related CN2310122Y (en) | 1997-04-18 | 1997-04-18 | Early dismounting shuttering multi-function assembly well type scaffolding |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN2310122Y (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653514A (en) * | 2018-12-19 | 2019-04-19 | 江苏长风海洋装备制造有限公司 | It is a kind of installation grab bucket loop wheel machine tier building work build frame |
-
1997
- 1997-04-18 CN CN 97210129 patent/CN2310122Y/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109653514A (en) * | 2018-12-19 | 2019-04-19 | 江苏长风海洋装备制造有限公司 | It is a kind of installation grab bucket loop wheel machine tier building work build frame |
| CN109653514B (en) * | 2018-12-19 | 2020-10-09 | 江苏长风海洋装备制造有限公司 | Multi-storey building working building frame for installing grab bucket crane |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C19 | Lapse of patent right due to non-payment of the annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |