CN208685652U - Anchor bolt preformed hole scale mold - Google Patents
Anchor bolt preformed hole scale mold Download PDFInfo
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- CN208685652U CN208685652U CN201821055390.2U CN201821055390U CN208685652U CN 208685652 U CN208685652 U CN 208685652U CN 201821055390 U CN201821055390 U CN 201821055390U CN 208685652 U CN208685652 U CN 208685652U
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- pile body
- body framework
- stirrup
- preformed hole
- anchor bolt
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Abstract
The utility model discloses a kind of anchor bolt preformed hole scale molds, including being respectively coated by backgauge panel in the periphery and bottom of up-small and down-big pile body framework, pile body framework；Pile body framework include one group from top to bottom, the annular brace stirrup of parallel interval setting, around being fixed at least three connection stirrups in support stirrup；Pile body framework calculates the concrete lateral pressure that pile body framework may be born according to the depth gauge of required bolt box, then chooses and is suitble to material as pile body framework raw material, guarantees skeleton integrally by dynamics；Because bolt box grinding tool is not required to take out after construction, backgauge panel is thus selected to guarantee hair side effect after concreting, and isolation technology is played to concrete, so that bolt box inner wall is reached design hairy effect, reduces the increased cost of labor of subsequent dabbing process and institute；The utility model can satisfy any outer dimension of design requirement, and dabbing is exempted from free removal, improve preformed hole quality technique.
Description
Technical field
The utility model relates to technical field of building construction more particularly to a kind of anchor bolt preformed hole scale molds.
Background technique
In Large Equipment Foundation field, various large scale equipments are mostly prepackage integral moduleization design, postposition grouting
Bolt mostly uses greatly up-small and down-big preformed hole to design and comes really to guarantee bolt tightness and Equipment Foundations operation stability
It is closely sealed to protect grouting.According to domestic and international bolt box method data, common bolt hole reservation mode is because of up big and down small later period mould
Tool is difficult to take out, and increases dabbing cost, extends the construction period.
Utility model content
The technical problem to be solved by the utility model is to provide a kind of free removal and also the anchor bolt of exempting from dabbing it is reserved
Hole scale mold, thus the lower completion bolt box construction of more preferable faster cost.
In order to solve the above technical problems, the technical solution of the utility model is: anchor bolt preformed hole scale mold, including
In up-small and down-big pile body framework, the periphery and bottom of the pile body framework have been respectively coated by backgauge panel；The pile body framework
Including one group from top to bottom, the annular brace stirrup of parallel interval setting, surround in the support stirrup and be fixed at least three
Connect stirrup.
The support stirrup side of being set as ring structure as a preferred technical solution, the four corners of the support stirrup
It is connected separately with the connection stirrup.
The four corners of the support stirrup are respectively set to arc angle as a preferred technical solution,.
Binding connection or welding connect between the connection stirrup and the support stirrup as a preferred technical solution,
It connects.
The pile body framework is screw thread steel skeleton as a preferred technical solution,；The backgauge panel is the plating of soft fish scale
Zinc mesh sheet panel.
The backgauge panel is connected in the pile body framework by iron wire binding as a preferred technical solution,.
By adopting the above-described technical solution, anchor bolt preformed hole scale mold, including being in up-small and down-big pile body bone
Frame, the periphery and bottom of the pile body framework have been respectively coated by backgauge panel；The pile body framework include one group from top to bottom, it is flat
The annular brace stirrup of row interval setting, interior surround of the support stirrup are fixed at least three connection stirrups；The utility model
Beneficial effect be: the pile body framework calculates the pile body framework according to the depth gauge of required bolt box and may hold
Then the concrete lateral pressure received is chosen and is suitble to material as the pile body framework raw material, guarantees skeleton integrally by dynamics；Cause
Bolt box grinding tool is not required to take out after construction, thus selects the backgauge panel to guarantee that hair side is imitated after concreting
Fruit, and play isolation technology to concrete, makes bolt box inner wall reach design hairy effect, reduce subsequent dabbing process and
The increased cost of labor of institute；The utility model can satisfy any outer dimension of design requirement, and dabbing is exempted from free removal, improve
Preformed hole quality technique.
Detailed description of the invention
Following drawings are only intended to schematically illustrate and explain the present invention, does not limit the model of the utility model
It encloses.Wherein:
Fig. 1 is the schematic elevation view of the utility model embodiment；
Fig. 2 is the schematic top plan view of the utility model embodiment；
Fig. 3 is the structural schematic diagram of the utility model embodiment pile body framework；
Fig. 4 is the diagrammatic cross-section after the utility model combines after the completion of device foundation platform concreting；
In figure: 1- pile body framework；11- supports stirrup；12- connection stirrup；2- backgauge panel；3- fixes device.
Specific embodiment
With reference to the accompanying drawings and examples, the utility model is further described.In the following detailed description, only pass through
Bright mode describes certain exemplary embodiments of the utility model.Undoubtedly, those skilled in the art can be with
It recognizes, it, can be with a variety of different modes to described without departing from the spirit and scope of the utility model
Embodiment is modified.Therefore, attached drawing and description are regarded as illustrative in nature, rather than the protection for limiting claim
Range.
As depicted in figs. 1 and 2, anchor bolt preformed hole scale mold, it is described including being in up-small and down-big pile body framework 1
The periphery and bottom of pile body framework 1 have been respectively coated by backgauge panel 2；The backgauge panel 2 is connected to described by iron wire binding
In pile body framework 1.
After installing bolt in bolt box, in order to guarantee the stabilization of bolt tightness and device foundation platform operation
Property, it need to be designed to ensure that grouting is closely sealed using up-small and down-big bolt box, therefore by the pile body framework 1 in the present embodiment
It is set as up-small and down-big prism-frustum-shaped, the pile body framework 1 can also can be designed to by certain user according to their own needs
The prism or round table-like of next sample ruler cun.
The mixed of the possible receiving of the pile body framework 1 is calculated according to the depth gauge of required bolt box when being designed
Then solidifying earth lateral pressure chooses the raw material for being suitble to the screw-thread steel of diameter as the pile body framework 1, i.e., the described pile body framework 1
For screw thread steel skeleton, guarantee skeleton integrally by dynamics；It, can be with since reinforcing bar is as material indispensable in device foundation platform
It combines closely with concrete, therefore does not need to take out.Shown in as shown 3, the pile body framework 1 can satisfy concrete side to pressure
The requirement of power, and bolt box grinding tool is not required to take out after construction, and bolt box hole inner wall and bottom are without doing dabbing
Processing, therefore the backgauge panel 2 is set as soft fish scale galvanized net piece panel；Outside the periphery and bottom of the pile body framework 1
The backgauge panel 2 of cladding needs to select different soft fish scale galvanized net piece panels, the pile body according to different designs
The soft fish scale galvanized net piece panel of the periphery selection cladding energy self-assembling formation 5mm hair side of skeleton 1, the bottom of the pile body framework 1
Portion's selection cladding can self-assembling formation 25mm hair side soft fish scale galvanized net piece panel, i.e. concreting rear bolt preformed hole
Inner wall self-assembling formation 5mm hair side, bottom natural form 25mm hair side；Because bolt box grinding tool is not required to take out after construction, institute
It states backgauge panel 2 and chooses soft fish scale galvanized net piece panel to guarantee that concreting rear bolt preformed hole inner wall reaches and design
Capillary effect fruit reduces the increased cost of labor of subsequent dabbing process and institute；Simultaneously when carrying out concreting, the backgauge panel
2 effectively can play buffer action to concrete, advantageously form bolt box.
As shown in figure 3, the pile body framework 1 include one group from top to bottom, parallel interval setting annular brace stirrup 11,
It is surrounded in the support stirrup 11 and is fixed at least three connection stirrups 12, under the size of the support stirrup 11 on upper layer is less than
The size of the support stirrup 11 of layer；In the present embodiment, 11 side's of being set as ring structure of support stirrup, the support hoop
The four corners of muscle 11 are connected separately with the connection stirrup 12, bind between the connection stirrup 12 and the support stirrup 11
Connection is welded to connect, for guaranteeing the intensity of the pile body framework 1, wherein the four corners difference of the support stirrup 11
It is set as arc angle, it is big with 12 contacts area of the connection stirrup, it is connected firmly.
Before device foundation platform concreting, need to position more bolt box, it is therefore desirable to will be multiple
The monomer present apparatus is combined and is positioned and reinforced, and it is existing displacement occur for device after combining after concreting in order to prevent
As the top that fixed device 3 device after combining is respectively adopted is fixed as shown in figure 4, the fixed device 3 is set with bottom
It is set to the screw-thread steel of diameter 16mm, wherein carry out when top is fixed being to carry out center line to each monomer present apparatus to fix, i.e., will
Each monomer present apparatus carries out the interconnection and fixation of center line, and carrying out positioning prevents concrete from being influenced in appearance by lateral pressure
Heart point deviation, while the bottom of device after combination being connected to the four sides of device foundation platform, carry out the reinforcing of globality；
It by using gun iron link positioning process, reduces in concreting process and is pressurized to mold, it is fixed effectively to control bolt box
Position control, improves installation accuracy.
The utility model can satisfy any outer dimension of design requirement, and dabbing, accurate positioning are exempted from free removal, improve
Preformed hole quality technique.
The advantages of basic principles and main features and the utility model of the utility model have been shown and described above.Current row
The technical staff of industry is described in above embodiments and description it should be appreciated that the present utility model is not limited to the above embodiments
Only illustrate the principles of the present invention, on the premise of not departing from the spirit and scope of the utility model, the utility model is also
It will have various changes and improvements, these various changes and improvements fall within the scope of the claimed invention.The utility model
Claimed range is defined by the appending claims and its equivalent thereof.
Claims (6)
1. anchor bolt preformed hole scale mold, it is characterised in that: including being in up-small and down-big pile body framework, the pile body framework
Periphery and bottom be respectively coated by backgauge panel；The pile body framework include one group from top to bottom, parallel interval setting ring
Shape supports stirrup, surrounds in the support stirrup and is fixed at least three connection stirrups.
2. anchor bolt preformed hole scale mold as described in claim 1, it is characterised in that: the support stirrup side of being set as
The four corners of ring structure, the support stirrup are connected separately with the connection stirrup.
3. anchor bolt preformed hole scale mold as claimed in claim 2, it is characterised in that: four angles of the support stirrup
Portion is respectively set to arc angle.
4. anchor bolt preformed hole scale mold as described in claim 1, it is characterised in that: the connection stirrup and the branch
It supports binding connection between stirrup or is welded to connect.
5. anchor bolt preformed hole scale mold as described in claim 1, it is characterised in that: the pile body framework is screw-thread steel
Skeleton；The backgauge panel is soft fish scale galvanized net piece panel.
6. the anchor bolt preformed hole scale mold as described in claim 1,2,3,4 or 5, it is characterised in that: the backgauge face
Plate is connected in the pile body framework by iron wire binding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821055390.2U CN208685652U (en) | 2018-07-04 | 2018-07-04 | Anchor bolt preformed hole scale mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821055390.2U CN208685652U (en) | 2018-07-04 | 2018-07-04 | Anchor bolt preformed hole scale mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208685652U true CN208685652U (en) | 2019-04-02 |
Family
ID=65879754
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821055390.2U Active CN208685652U (en) | 2018-07-04 | 2018-07-04 | Anchor bolt preformed hole scale mold |
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| Country | Link |
|---|---|
| CN (1) | CN208685652U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952588A (en) * | 2019-10-23 | 2020-04-03 | 中船第九设计研究院工程有限公司 | A exempt from to tear open trapezoidal body template for equipment foundation concrete placement |
-
2018
- 2018-07-04 CN CN201821055390.2U patent/CN208685652U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110952588A (en) * | 2019-10-23 | 2020-04-03 | 中船第九设计研究院工程有限公司 | A exempt from to tear open trapezoidal body template for equipment foundation concrete placement |
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