CN207538061U - A kind of foundation forms for independent bearing platform construction - Google Patents
A kind of foundation forms for independent bearing platform construction Download PDFInfo
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- CN207538061U CN207538061U CN201721501751.7U CN201721501751U CN207538061U CN 207538061 U CN207538061 U CN 207538061U CN 201721501751 U CN201721501751 U CN 201721501751U CN 207538061 U CN207538061 U CN 207538061U
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Abstract
The utility model discloses a kind of foundation forms for independent bearing platform construction, the main body including being at least made of prefabricated board and the first connecting portion set on one end of the main body and the second connecting portion of the other end set on the main body；The length of the main body and the height of independent cushion cap match, and the length and the lateral dimension of independent cushion cap match；The first connecting portion includes End inserts of the protrusion set on body end；The second connecting portion includes end card slot that is that recess is set on body end and matching with the End inserts；The foundation forms that the utility model is recorded is suitable for the construction of independent cushion cap, foundation platform and strip footing, to replace traditional infrastructure brick mold, the foundation forms can be in the concentrated processing manufacture of prefabricated board template factory, then it transports to construction site and carries out assembly, it is of low cost with simple in structure, it is easy for construction, and surface smoothness is good, can greatly shorten the construction time.
Description
Technical field
The utility model is related to a kind of cushion cap templates, and in particular to a kind of basic mould for independent cushion cap construction
Plate.
Background technology
In the construction for pouring independent cushion cap at the scene, form work engineering is one very heavy in concrete formation construction
The component part wanted, it is desirable that it is ensured that the engineering structure and shape of component, the accurate of size and mutual alignment, standard, it can
Bearing load and lateral pressure have enough intensity, rigidity and stability, are convenient to mount and dismount, and convenient for practical operation and installation, table
Face is smooth, bright and clean, neat, the tight not performances such as spillage of splicing seams.The existing template for independent bearing platform construction is on the corner
It needs to carry out locking connection by connectors such as angle bar, therefore, cushion cap form work engineering, which becomes, measures big and turnover frequency in structure construction
Numerous important subdivisional work, technology requirement and safe condition also become construction technology and the key points and difficulties of safety supervision.
Utility model content
The purpose of this utility model is that propose a kind of simple in structure, of low cost, construction party for above-mentioned technical problem
Just the foundation forms for independent bearing platform construction.
Technical solution is used by the utility model solves above-mentioned technical problem：A kind of base for independent bearing platform construction
Plinth template, including the main body being at least made of prefabricated board and set on the first connecting portion of one end of the main body and set on the master
The second connecting portion of the other end of body；The length of the main body and the height of independent cushion cap match, and the length is with independently holding
The lateral dimension of platform matches；The first connecting portion includes End inserts of the protrusion set on body end；Second connection
Portion includes end card slot that is that recess is set on body end and matching with the End inserts.
In the utility model, structural reinforcement member is equipped in the foundation forms.
In the utility model, the length of the End inserts is identical with the depth of the end card slot, and the end is inserted
The height of part is less than the height of the end card slot.
In the utility model, the length of the main body is not more than 2m.
In the utility model, the length of the End inserts is 80mm, and the height of the End inserts is 180mm；Institute
The depth for stating end card slot is 80mm, and the height of the end card slot is 200mm.
In the utility model, the lateral surface of the main body is equipped at least one hanging ring.
In the utility model, the both ends of the main body are respectively equipped with a hanging ring.
The foundation forms that the utility model is recorded is suitable for the construction of independent cushion cap, foundation platform and strip footing, with
Instead of traditional infrastructure brick mold, then which can transport construction in the concentrated processing manufacture of prefabricated board template factory
Scene carry out it is assembled, have it is simple in structure, it is of low cost, it is easy for construction, and surface smoothness is good, can greatly contract
The short construction time.
Description of the drawings
Fig. 1 is the facade structures schematic diagram of the foundation forms in one embodiment of the utility model；
Fig. 2 is the overlooking the structure diagram of the foundation forms in one embodiment of the utility model.
Specific embodiment
It is with reference to the accompanying drawings and embodiments, new to this practicality in order to illustrate more clearly of the technical solution of the utility model
The technical solution of type is further elaborated, it should be apparent that, some implementations of only the utility model are described below
Example, for those of ordinary skill in the art, without creative efforts, can also be according to these embodiments
Obtain other embodiments.
With reference to Fig. 1, Fig. 2, a kind of foundation forms for independent bearing platform construction, for replacing traditional infrastructure brick mold；Tool
Body, the foundation forms include the main body 1 being at least made of prefabricated board and set on one end of the main body 1 first connecting portion with
And the second connecting portion of the other end set on the main body 1；The height of main body 1 and the height of independent cushion cap match, length with solely
The lateral dimension of vertical cushion cap matches；First connecting portion includes End inserts 2 of the protrusion set on 1 end of main body；Second connecting portion
Including the end card slot 3 that is set on 1 end of main body and matching with End inserts 2 that is recessed.In prefabricated board template factory process,
The height of foundation forms can be adjusted prefabricated according to the size of independent cushion cap, and under normal circumstances, one block of foundation forms corresponds to
One side of independent cushion cap.After prefabricated board template factory completion of processing, installed by vehicle transport to construction site.
Foundation forms overlay film after prefabricated board template factory pouring molding conserves, and curing time must not be less than 7 days.The end of foundation forms
Portion's plug-in unit 2 may be inserted into the end card slot 3 of adjacent foundation template, is formed and is seamlessly connected, and then assembled completion.
In one embodiment, it is configured with structural reinforcement member in foundation forms.Specifically, the structural reinforcement member at least by
The reinforced mesh of spaced reinforcing bar composition, and set close to the outside of foundation forms.Bar diameter is 8mm, adjacent reinforcing bar
Spacing distance is 200mm.
In one embodiment, the length of End inserts 2 is identical with the depth of end card slot 3, the height of End inserts 2
Less than the height of end card slot 3.End inserts 2 and end card slot 3 i.e. between adjacent foundation template can be mutually clamped matching,
And the height of End inserts 2 is slightly less than the height of end card slot 3, it is ensured that End inserts 2 can smoothly be caught in end card slot 3
It is interior.
In one embodiment, since foundation forms uses the main body 1 of prefabricated harden structure, it is limited to the structure of prefabricated board
Intensity, the height of main body 1 are not more than 2m.
In one embodiment, under the premise of 1 height of main body is no more than 2m, the length of End inserts 2 is 80mm, is held
The height of portion's plug-in unit 2 is 180mm；The depth of end card slot 3 is 80mm, and the height of end card slot 3 is 200mm.Preferably, it is basic
The thickness of template is also 80mm；I.e. the thickness of foundation forms is consistent with the depth dimensions of the length of End inserts and end card slot,
And then ensure the seamless connection between adjacent foundation template.
In one embodiment, foundation forms has larger area and weight, needs to set by lifting in assembly
It is standby to carry out, for this purpose, the lateral surface of main body 1 is equipped at least one hanging ring 4.Preferably, for ease of lifting, the both ends difference of main body 1
If there are one hanging ring 4, to ensure the steady of hoisting process.
The foundation forms that the utility model is recorded is suitable for the construction of independent cushion cap, foundation platform and strip footing, with
Instead of traditional infrastructure brick mold, then which can transport construction in the concentrated processing manufacture of prefabricated board template factory
Scene carry out it is assembled, have it is simple in structure, it is of low cost, it is easy for construction, and surface smoothness is good, can greatly contract
The short construction time.
The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art
For art personnel, under the premise of the utility model principle is not departed from, several improvements and modifications can also be made, these improve and
Retouching also should be regarded as the scope of protection of the utility model.
Claims (7)
1. a kind of foundation forms for independent bearing platform construction, which is characterized in that including the main body that is at least made of prefabricated board with
And the first connecting portion set on one end of the main body and the second connecting portion of the other end set on the main body；The length of the main body
It spends and matches with the height of independent cushion cap, the length and the lateral dimension of independent cushion cap match；The first connecting portion packet
Include End inserts of the protrusion set on body end；The second connecting portion include recess set on body end and with the end
The end card slot that plug-in unit matches.
2. foundation forms as described in claim 1, which is characterized in that structural reinforcement member is equipped in the foundation forms.
3. foundation forms as described in claim 1, which is characterized in that the length of the End inserts and the end card slot
Depth is identical, and the height of the End inserts is less than the height of the end card slot.
4. foundation forms as described in claim 1, which is characterized in that the length of the main body is not more than 2m.
5. foundation forms as described in claim 1, which is characterized in that the length of the End inserts be 80mm, the end
The height of plug-in unit is 180mm；The depth of the end card slot is 80mm, and the height of the end card slot is 200mm.
6. foundation forms as described in claim 1, which is characterized in that the lateral surface of the main body is equipped at least one hanging ring.
7. foundation forms as described in claim 1, which is characterized in that the both ends of the main body are respectively equipped with a hanging ring.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721501751.7U CN207538061U (en) | 2017-11-13 | 2017-11-13 | A kind of foundation forms for independent bearing platform construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721501751.7U CN207538061U (en) | 2017-11-13 | 2017-11-13 | A kind of foundation forms for independent bearing platform construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207538061U true CN207538061U (en) | 2018-06-26 |
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ID=62613262
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721501751.7U Expired - Fee Related CN207538061U (en) | 2017-11-13 | 2017-11-13 | A kind of foundation forms for independent bearing platform construction |
Country Status (1)
| Country | Link |
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| CN (1) | CN207538061U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114434630A (en) * | 2022-01-25 | 2022-05-06 | 深圳市科筑建筑科技有限公司 | Nomadic production method for prefabricated components of fabricated building |
-
2017
- 2017-11-13 CN CN201721501751.7U patent/CN207538061U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114434630A (en) * | 2022-01-25 | 2022-05-06 | 深圳市科筑建筑科技有限公司 | Nomadic production method for prefabricated components of fabricated building |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180626 Termination date: 20201113 |
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| CF01 | Termination of patent right due to non-payment of annual fee |