CN205617786U - Template frame assembly - Google Patents
Template frame assembly Download PDFInfo
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- CN205617786U CN205617786U CN201620359491.3U CN201620359491U CN205617786U CN 205617786 U CN205617786 U CN 205617786U CN 201620359491 U CN201620359491 U CN 201620359491U CN 205617786 U CN205617786 U CN 205617786U
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- template frame
- plate body
- truss
- template
- frame
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Abstract
The utility model relates to a template frame assembly, it includes four template frame groups and four template frame C, is provided with a template frame C between two adjacent template frame organize, one of them template frame group includes the template frame of three continuous concatenation, four template frame assembly that template frame group and four template frame C enclose be that an outer wall is all makes plausible closed tubular structure, template frame's outer wall plate body is the arch, and adjacent template frame's contact and template frame and template frame C's contact all lie in same realizing, the diameter of the circle at template frame's arch plate body place is lighter than the diameter of circle. The utility model discloses can pour the secret cylinder stereo garage's of shaping petal form inner wall shaft barrel, the particularly important is, because the design of the angle of its template frame's lateral wall, after the messenger pour and accomplishes, template frame can demolish smoothly.
Description
Technical field
This utility model relates to the civil engineering structure of underground cartridge type multi-storied garage, specially pours the template frame assembly of the civil engineering structure of underground cartridge type multi-storied garage.
Background technology
At present, aggravation along with urbanization process, city is resided population and is got more and more, and available land area in city is fewer and feweri, therefore, the intensity that in city, people live is increasing, and along with expanding economy, domestic vehicle gets more and more, and perplexs people's orthobiosis and the important problem of work hence in so that stop to become in city.
In order to alleviate present city parking position deficiency and overcome the drawback of existing underground garage, specialized designs underground three-dimensional garage, a kind of cartridge type multi-storied garage as disclosed in the Chinese utility model patent application of Patent No. 201410596065.7, it has, and floor space is little, construction in later period takies that aboveground space is little, automaticity advantages of higher.
Cartridge type multi-storied garage includes the garage vertical shaft of a concreting, and this vertical shaft surrounding is a cylinder, and this cylinder working procedure in casting process is loaded down with trivial details, especially its internal diameter is relatively small, in the case of the degree of depth is relatively deep, difficulty of construction increases, additionally, limited by construction technology and safety criterion, its cost is higher, it addition, first pour cylinder, when the most successively pouring parking floor, its work progress there is also certain difficulty.
For changing the structure of vertical shaft, it is necessary to design corresponding template.
Utility model content
Technical problem to be solved in the utility model is to provide a kind of template frame assembly being applicable to pour the vertical shaft cylinder of underground cartridge type multi-storied garage.
For solving the problems referred to above, technical solution adopted in the utility model is:
A kind of template frame assembly, its key technology is: it includes four template frame groups and four template frame C, it is provided with a template frame C between two adjacent template frame groups, one of them template frame group includes the template frame of three continuous splicings, the tubular structure that template frame assembly is an outer wall week round Guan Bi that four described template frame groups and four template frame C surround, the outer wall plate body of described template frame is domed, the contact of the contact of adjacent template frame and template frame and template frame C is respectively positioned on same circle, the diameter of a circle at the arch plate body place of described template frame is less than described diameter of a circle.
Further, described template frame group includes a two template frame A and template frame B, template frame B is arranged between two template frame A, the central angle corresponding on described circle of the structure that one template frame group and template frame C are spliced to form is 90 degree, and central angle corresponding on described circle for described template frame A and template frame B is equal；
Described template frame A includes the front plate body A of arch and supports the truss A, the sidewall A of described truss A of described front plate body A with the angle a of described front string corresponding for plate body A more than 75 degree；
Described template frame B includes the front plate body B of arch and supports the truss B, the sidewall B of described truss B of described front plate body B with the angle b of described front string corresponding for plate body B less than 75 degree；
Described template frame C includes that the truss C, described truss C of the front plate body C and the described front plate body C of support of arch or rectangle is embedded between two template frame A；
The sidewall split of adjacent template frame.
Further, the angle of the string on the sidewall A of described truss A and described front plate body A is more than 90 degree；The sidewall B of described truss B is less than 60 degree with the angle of described front string corresponding for plate body B.
Further, described template frame A also includes being fixedly installed on the top board A on described truss A and base plate A；Described template frame B also includes being fixedly installed on the top board B on described truss B and base plate B;Described template frame C also includes being fixedly installed on the top board C on described truss C and base plate C.
Use and have the beneficial effects that produced by technique scheme:
This utility model simple in construction, a combination thereof can pour the vertical shaft cylinder of the underground cartridge type multi-storied garage of forming embossing flap inwall, significantly, angle design due to the sidewall of its template frame, after making to have poured, template frame can be removed smoothly, and after removing one piece, other template frame just may more easily be removed.
Accompanying drawing explanation
For making the purpose of this utility model, technical scheme and advantage clearer, with specific embodiment, utility model is carried out clear, complete description below in conjunction with the accompanying drawings.
In order to be illustrated more clearly that this utility model detailed description of the invention or technical scheme of the prior art, the accompanying drawing used required in detailed description of the invention or description of the prior art will be briefly described below, apparently, accompanying drawing in describing below is embodiments more of the present utility model, for those of ordinary skill in the art, on the premise of not paying creative work, it is also possible to obtain other accompanying drawing according to these accompanying drawings.
Fig. 1 is the plan structure schematic diagram of multi-storied garage vertical shaft tube structure.
Fig. 2 is the stereochemical structure cross-sectional schematic of multi-storied garage vertical shaft tube structure.
Fig. 3 is the structural representation after multi-storied garage vertical shaft tube structure pours parking floor.
Fig. 4 is this utility model entirety plan structure schematic diagram.
Fig. 5 is the plan structure schematic diagram of this utility model template frame A.
Fig. 6 is the main TV structure schematic diagram of this utility model template frame A.
Fig. 7 is the backsight structural representation of this utility model template frame A.
Fig. 8 is the plan structure schematic diagram of this utility model template frame B.
Fig. 9 is the perspective view of this utility model template frame B.
Figure 10 is the plan structure schematic diagram of this utility model template frame C.
Figure 11 is the perspective view of this utility model template frame C.
Wherein: 100 cylinders, 101 outer tube walls, 102 inner tube walls, 103 cylinder expansion sections, 200,300 support floors, 400 parking floors, 500 import and export, 600 counterweight wells；
Plate body A, 1-2 truss A, 1-3 top board A, 1-4 base plate A, 1-5 sidewall A, 1-21 front beam A, 1-22 rear cross beam A, 1-23 column A, 1-24 side crossbeam A, 1-25 midfoot support A before 10 template frame A, 1-1；
Plate body B, 2-2 truss B, 2-3 top board B, 2-4 base plate B, 2-5 sidewall B, 2-21 front beam B, 2-22 rear cross beam B, 2-23 column B, 2-24 side crossbeam B, 2-25 midfoot support B before 20 template frame B, 2-1；
Plate body C, 3-2 truss C, 3-3 top board C, 3-4 base plate C, 3-5 sidewall C, 3-21 front beam C, 3-22 rear cross beam C, 3-23 column C, 3-24 side crossbeam C before 30 template frame C, 3-1.
Detailed description of the invention
For making the purpose of this utility model, technical scheme and advantage clearer, 1-3 and specific embodiment carry out clear, complete description to utility model below in conjunction with the accompanying drawings.
A kind of multi-storied garage vertical shaft tube structure as Figure 1-3, it includes the support floor 300 of the stake 200 in 100,12 barrels being uniformly set at described cylinder 100 of cylinder that concrete is cast and along the described axially vertical distribution of cylinder 100 more than one layer.Support the number of plies i.e. number of plies of parking floor 400 of floor 300.
The inner tube wall of described cylinder 100 is made up of 12 lobe arcuate walls, and the interconnecting part of the arcuate walls that two lobes are adjacent forms cylinder expansion section 103, and described 12 stakes 200 are wrapped in 12 cylinder expansion sections 103 respectively；Seeing Fig. 1 and Fig. 3, in the transverse section of cylinder 100, the profile of its inner tube wall 102 is a petal shape being made up of 12 camber lines.The inner tube wall 102 of cylinder 100 is consistent by up to bottom profiled and is shiny surface, and the cross section outline of the outer tube wall 101 of described cylinder 100 is irregularly shaped, and it is the most coarse face, to ensure the frictional force of whole cylinder 100 and the surrounding earthwork.Described support floor 300 is one-body molded with the barrel of described cylinder 100, supports floor 300 entirety in the form of a ring, and its endoporus is dodecagon, its 12 limits and 12 lobe arcuate walls one_to_one corresponding.
As it is shown in figure 1, the diameter that the diameter of the round C1 at described arcuate walls place is less than the inscribed circle C2 of whole cylinder Internal periphery, the summit of 12 cylinder expansion sections 103 is respectively positioned on described inscribed circle C2.The thickness L1 of cylinder expansion section 103 is more than the diameter of stake, owing to using arcuate walls, cylinder expansion section 103 thickness that its interconnecting part is formed is thicker, and arcuate walls can thickness L2 between arc top and the drum outer wall 101 of its arch relatively reduced, also can accordingly increase the arc top of arch to depth distance L3 between the inside edge of support floor 300 simultaneously, parking stall is so made to have bigger space, also can convenient operate when construction in later period, can be used for assisting support shuttering, anchor bar etc., parking floor 400 poured after its as the support seat of parking floor 400, increase parking floor 400 weight capacity.
As shown in Figure 3, after the construction completing cylinder 100, successively can pour ring-type parking floor 400 on support floor 300, the center of parking floor 400 is the import and export 500 of circular hole, lifting rotation platform runs vertically altogether, and parking floor 400 is also reserved with counterweight well 600.
The wall thickness of cylinder 1 determines according to practice of construction situation, such as the scale of construction size of whole cylinder and corresponding geological condition etc..In work progress, whole cylinder 100 placement layer by layer, use open caisson contrary sequence method from top to bottom to construct, the bottom of each layer of cylinder pours formation simultaneously and supports floor 300, supports the narrower width of floor 300, can hold a people and pass through.Poured one layer of cylinder backward under fetch earth, carry out pouring of next layer of cylinder, according to the difference of actual geological condition, the most successively increase the wall thickness of cylinder, to ensure the stability of whole cylinder 100, increase the lifting surface area bottom it.
This utility model is that to pour above-mentioned multi-storied garage vertical shaft tube structure custom-designed.
A kind of template frame assembly as shown in Figure 4, it includes four template frame groups and four template frame C30, is provided with a template frame C30 between two adjacent template frame groups, and two adjacent template frame groups are connected split by template frame C30.In four template frame C30, between two adjacent template frame C30, the central angle at interval is 90 degree.
Wherein, one described template frame group includes the template frame of three continuous splicings, the tubular structure that template frame assembly is an outer wall week round Guan Bi that four described template frame groups and four template frame C30 surround, in the case of not considering template frame C30, 12 template frames altogether, the outer wall formed is the petal-shaped loop configuration that 12 arches surround, consistent with the inner tube wall structure of the cylinder 100 shown in Fig. 1, but, the molding further contemplating counterweight well 600 needs certain space, therefore increase and be provided with 4 template frame C30, the position of the position of 4 template frame C30 and 4 counterweight wells 600 is the most corresponding.
The outer wall plate body of described template frame is domed, and the contact of the contact of adjacent template frame and template frame and template frame C30 is respectively positioned on same round C01, the diameter of the round C02 at the arch plate body place of the described template frame diameter less than described round C01.The two ends of the arch plate body of template frame are positioned on the intersection point of C01 and C02.
Such as Fig. 4, described template frame group includes a two template frame A10 and template frame B20, template frame B20 is arranged between two template frame A10, the central angle corresponding on described round C01 of the structure that one template frame group and template frame C30 are spliced to form is 90 degree, central angle corresponding on described round C01 for described template frame A10 and template frame B20 is equal, in other words, the outer wall arch plate body physical dimension of template frame A10 and template frame B20 is consistent, and difference is that the truss structure supporting its outer wall arch plate body is different.
As illustrated in figs. 5-7, described template frame A10 includes the front plate body A1-1 of arch and supports the truss A1-2 of described front plate body A, the angle a of the string on the sidewall A1-5 of described truss A1-2 and described front plate body A1-1 is more than 75 degree, and preferably greater than 90 degree, angle a described in the present embodiment is 109 degree.Template frame A10 also includes the top board A1-3 and base plate A1-4 being fixedly installed on described truss A1-2 top and bottom, described top board A1-3 is for supporting floor 300 described in molding, described base plate A1-4 is placed on the earthwork for being supported by whole described template frame A10, prevents from.
nullDescribed truss A1-2 includes the front beam A1-21 of the arc of horizontally set、Rear cross beam A1-22、Column A1-23、Side crossbeam A1-24 and midfoot support A1-25，Front beam A1-21 is curved，Consistent with front plate body A1-1，The front beam A1-21 vertical distribution from top to bottom of multiple arcs is arranged，Front plate body A1-1 is fixedly installed on the arcuate surface that front beam A1-21 is formed，Rear cross beam A1-22 is parallel with the string on described front plate body A1-1，The two ends of rear cross beam A1-22 are connected by the two ends of described side crossbeam A1-24 and described front beam A1-21 are fixing，Multiple side crossbeam A1-24 from top to bottom arranged form described sidewall A1-5，It is additionally provided with intermediate supports A1-25 between front beam A1-21 and rear cross beam A1-22，Play fixing support and booster action，It is provided with column A1-23 between adjacent front beam A1-21，It is also equipped with column A1-23 between adjacent rear cross beam A1-22，Play fixing supporting role.In order to represent the structure of truss A, the most not shown top board A and base plate A.
As shown in Figure 8 and Figure 9, described template frame B20 includes that the front plate body B20 of arch and the truss B2-2, the sidewall B2-5 of described truss B2-2 of the described front plate body B2-1 of support are less than 75 degree with the angle b of the string on described front plate body B2-1, and preferably angle b is less than 60 degree.In the present embodiment, described angle b is 43 degree.Described template frame B20 also includes top board B2-3 and the base plate B2-4 being fixedly installed on truss B2-2 top and bottom.
Described truss B2-2 is identical with the structure element of described truss A1-2, distinguish with, the sidewall B2-5 that side crossbeam B2-24 is formed is intilted, and sidewall A1-5 is outward-dipping.The i.e. chord length at the length of the rear cross beam B2-22 two ends less than the front plate body B of arc, and the length of rear cross beam A1-22 is more than this chord length.
As shown in FIG. 10 and 11, described template frame C30 includes that the front plate body C3-1 of arch or rectangle and the truss C3-2, described truss C3-2 that support described front plate body C3-1 are embedded between two template frame A10；In the present embodiment, described template frame C30 corresponding central angle B on circle C01 is 6 degree, and template frame A and template frame B corresponding central angle A on circle C01 is 28 degree.Central angle C corresponding on the round C02 at its place for the front plate body A of described arch is more than 30 degree, and central angle D corresponding on the round C02 at its place for the front plate body B of described arch is more than 30 degree.The front plate body C3-1 of described template frame C30 is if flat rectangular plate structure, then the top-view profile of template frame C30 is an isosceles trapezoid, it is embedded in the gap that two template frame A10 are formed, if described front plate body C3-1 is arc, then its radian is less, if ignoring, then the top-view profile of template frame C30 can also be regarded as is an isosceles trapezoid.The structural component difference of the structure of described truss C3-2 and described truss A1-2 with lacked intermediate supports.
As Figures 1 and 4, if the space considering reserved counterweight well 600 in FIG and the Cylinder wall structure of the position being simultaneously provided with the molding of template frame C institute, round C2 shown in the most in FIG should be same circle with the round C01 shown in Fig. 4, and the round C1 shown in Fig. 1 should be same circle with the round C02 shown in Fig. 4.
As shown in Figure 4, the sidewall split docking of adjacent template frame, the design of angle due to the sidewall of above-mentioned template frame A, template frame B and template frame C, template frame B and template frame C fixation clamp is made to be located in the middle of template frame A, template frame A then easily removes backward, the dismounting that this design one side makes template frame is more convenient, and the support being on the other hand also convenient for template frame group is fixed.If consistent with template frame B structure according to template frame A, it is difficult to remove template frame after having poured.
In Fig. 1-11, dotted line and chain-dotted line are boost line.In Fig. 1-11, dotted line and chain-dotted line are boost line.Wherein, front plate body A, truss A, top board A, base plate A, sidewall A, front beam A, rear cross beam A, column A, side crossbeam A, midfoot support A, template frame B, front plate body B, truss B, top board B, base plate B, sidewall B, front beam B, rear cross beam B, column B, side crossbeam B, midfoot support B, template frame C, front plate body C, truss C, top board C, base plate C, sidewall C, front beam C, rear cross beam C, column C and side crossbeam C, wherein, its symbol A, B and C do not have the meaning of reality, it is only used for the differentiation of homogenous characteristics, it is to avoid obscure.
Last it is noted that above example is only in order to illustrate the technical solution of the utility model, it is not intended to limit；Although this utility model being described in detail with reference to previous embodiment, it will be understood by those within the art that: the technical scheme described in previous embodiment still can be modified by it, or wherein portion of techniques feature is carried out equivalent；And these amendments or replacement, do not make the essence of appropriate technical solution depart from the spirit and scope of this utility model embodiment technical scheme.
Claims (4)
1. a template frame assembly, it is characterized in that: it includes four template frame groups and four template frame C, it is provided with a template frame C between two adjacent template frame groups, described template frame group includes the template frame of three continuous splicings, the tubular structure that template frame assembly is an outer wall week round Guan Bi that four described template frame groups and four template frame C surround, the outer wall plate body of described template frame is domed, the contact of the contact of adjacent template frame and template frame and template frame C is respectively positioned on same circle (C01), the diameter of the circle (C02) at the arch plate body place of described template frame is less than the diameter of described circle (C01).
A kind of template frame assembly the most according to claim 1, it is characterized in that: described template frame group includes a two template frame A and template frame B, template frame B is arranged between two template frame A, the structure that one template frame group and template frame C are spliced to form is 90 degree at the upper corresponding central angle of described circle (C01), and described template frame A and template frame B is equal at the upper corresponding central angle of described circle (C01)；
Described template frame A includes the front plate body A of arch and supports the truss A, the sidewall A of described truss A of described front plate body A with the angle (a) of described front string corresponding for plate body A more than 75 degree；
Described template frame B includes the front plate body B of arch and supports the truss B, the sidewall B of described truss B of described front plate body B with the angle (b) of described front string corresponding for plate body B less than 75 degree；
Described template frame C includes that the truss C, described truss C of the front plate body C and the described front plate body C of support of arch or rectangle is embedded between two template frame A；
The sidewall split of adjacent template frame.
A kind of template frame assembly the most according to claim 2, it is characterised in that: the sidewall A of described truss A is more than 90 degree with the angle (a) of described front string corresponding for plate body A；The angle (b) of the string on the sidewall B of described truss B and described front plate body B is less than 60 degree.
4. according to a kind of template frame assembly described in Claims 2 or 3, it is characterised in that: described template frame A also includes being fixedly installed on the top board A on described truss A and base plate A；Described template frame B also includes being fixedly installed on the top board B on described truss B and base plate B;Described template frame C also includes being fixedly installed on the top board C on described truss C and base plate C.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620359491.3U CN205617786U (en) | 2016-04-26 | 2016-04-26 | Template frame assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620359491.3U CN205617786U (en) | 2016-04-26 | 2016-04-26 | Template frame assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205617786U true CN205617786U (en) | 2016-10-05 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620359491.3U Withdrawn - After Issue CN205617786U (en) | 2016-04-26 | 2016-04-26 | Template frame assembly |
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| Country | Link |
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| CN (1) | CN205617786U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105822059A (en) * | 2016-04-26 | 2016-08-03 | 王洋 | Template frame assembly |
-
2016
- 2016-04-26 CN CN201620359491.3U patent/CN205617786U/en not_active Withdrawn - After Issue
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105822059A (en) * | 2016-04-26 | 2016-08-03 | 王洋 | Template frame assembly |
| CN105822059B (en) * | 2016-04-26 | 2019-01-04 | 王洋 | A kind of template frame assembly |
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| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20161005 Effective date of abandoning: 20190104 |
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| AV01 | Patent right actively abandoned |