CN204609907U - A kind of steel form carrier flexibility overlap joint template - Google Patents
A kind of steel form carrier flexibility overlap joint template Download PDFInfo
- Publication number
- CN204609907U CN204609907U CN201520274432.1U CN201520274432U CN204609907U CN 204609907 U CN204609907 U CN 204609907U CN 201520274432 U CN201520274432 U CN 201520274432U CN 204609907 U CN204609907 U CN 204609907U
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- China
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- overlap joint
- joint template
- template
- steel form
- form carrier
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- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A kind of steel form carrier flexibility overlap joint template, comprises L shape overlap joint template and gusseted block, and L shape overlap joint template longitudinal surface plate is fixed on the floor of steel form carrier template end by many first, second fastening bolts of group, and transverse panel is close to first pouring concrete face.Many group gusseted blocks are laid with along short transverse outside L shape overlap joint template.Gusseted block diaphragm is provided with adjusting bolt, and there is backing plate adjusting bolt front end, and backing plate is close to outside L shape overlap joint template transverse panel.The overlap joint template of the alternative conventional construction of the utility model, utilizes the adjusting bolt be fixed on gusseted block, steel form is held out against concrete surface.Flexible overlap joint template has certain elastic deformation, can fit tightly, effectively prevent seam areas from occurring the mass defect such as spillage, faulting of slab ends with first pouring concrete out-of-flatness face.Flexible overlap joint template and gusseted block piecemeal are installed, and carry out adjustment or replacing, improve construction quality according to deformation after can removing at any time.
Description
Technical field
The utility model relates to template construction field, is specially a kind of steel form carrier flexibility overlap joint template.
Background technology
In the construction of cavern's lining concrete, steel form carrier is usually adopted to build.Generally can there is out-of-flatness situation in various degree in the position, concrete termination due to first pour, and the formwork rigidity of steel form carrier is larger, exist after overlapping with first pouring concrete face and overlap imprecision phenomenon, cause seam areas easily to occur the quality defect of concrete such as spillage, faulting of slab ends, increase later stage reinforcement of concrete defect workload and renewal expense.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of steel form carrier flexibility overlap joint template, steel form carrier template can be solved and first pouring concrete overlaps imprecision, and cause the problem of the quality defect of concrete such as spillage, faulting of slab ends, improve concrete pouring quality, reduce construction cost.And arrange that design is ingenious, peace is torn open conveniently, swift to operate, turnover can be repeated use.
For solving the problems of the technologies described above, the technical scheme that the utility model adopts is: a kind of steel form carrier flexibility overlap joint template, comprise L shape overlap joint template and gusseted block, L shape overlap joint template is made up of longitudinal panel and transverse panel, and longitudinal panel is fixed on the floor of steel form carrier template end by many groups the first fastening bolt and many groups the second fastening bolt; Transverse panel is close to first pouring concrete face, is laid with many group gusseted blocks outside described L shape overlap joint template along short transverse.
Described gusseted block is made up of midfeather, diaphragm and two pieces of triangular stall boards, midfeather is drilled with fastening bolt holes, diaphragm is drilled with adjusting bolt hole.
Three's compact siro spinning technology, through the midfeather of steel form carrier template end floor, L shape overlap joint template longitudinal surface plate and gusseted block, is integrated by the first fastening bolt.
The diaphragm of described gusseted block is provided with adjusting bolt, and there is backing plate adjusting bolt front end, and backing plate is close to outside L shape overlap joint template transverse panel.
A kind of steel form carrier flexibility overlap joint template that the utility model provides, overlaps template by fastening bolt by flexibility and is fixed on trolley formwork end, the overlap joint template of alternative conventional construction.Utilize the adjusting bolt be fixed on gusseted block, steel form is held out against concrete surface, flexibility in flexible overlap joint template realizes primarily of L shape overlap joint template, gusseted block and the bolt that coordinates with both, L shape overlap joint template relies on fastening bolt to be fixed on steel form carrier end, transverse panel relies on gusseted block and adjusting bolt to fix, transverse panel makes it by adjusting bolt and first to water block concrete face seam tight, can overcome conventional overlap joint is that steel form carrier panel directly overlaps, the imprecise defect of seam; Flexible overlap joint template has certain elastic deformation, can fit tightly, effectively prevent seam areas from occurring the mass defect such as spillage, faulting of slab ends with first pouring concrete out-of-flatness face.Flexible overlap joint template and gusseted block piecemeal are installed, and carry out adjustment or replacing, improve construction quality according to deformation after can removing at any time.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the utility model is described in further detail:
Fig. 1 is structural representation plan view of the present utility model.
Fig. 2 is the detail drawing of the utility model gusseted block.
Fig. 3 is the A-A sectional view of Fig. 2.
In figure: L shape overlap joint template 1, steel form carrier template 2, first fastening bolt 3, second fastening bolt 4, gusseted block 5, adjusting bolt 6, backing plate 7, midfeather 8, diaphragm 9, triangular stall board 10, fastening bolt holes 11, adjusting bolt hole 12, first pouring concrete face 13.
Detailed description of the invention
As Figure 1-3, a kind of steel form carrier flexibility overlap joint template, comprise L shape overlap joint template 1 and gusseted block 5, L shape overlap joint template 1 is made up of longitudinal panel and transverse panel, and longitudinal panel is fixed on the floor of steel form carrier template 2 end by many group first fastening bolts 3 and many groups the second fastening bolt 4; Transverse panel is close to first pouring concrete face 13, is laid with many group gusseted blocks 5 outside described L shape overlap joint template 1 along short transverse.
Described gusseted block 5 is made up of midfeather 8, diaphragm 9 and two pieces of triangular stall boards 10, midfeather 8 is drilled with fastening bolt holes 11, diaphragm 9 is drilled with adjusting bolt hole 12.
Three's compact siro spinning technology, through the midfeather 8 of steel form carrier template 2 end floor, the L shape overlap joint longitudinal panel of template 1 and gusseted block 5, is integrated by the first fastening bolt 3.
The diaphragm 9 of described gusseted block 5 is provided with adjusting bolt 6, and there is backing plate 7 adjusting bolt 6 front end, and backing plate 7 is close to outside L shape overlap joint template 1 transverse panel.
Described gusseted block preferably adopts 6mm steel plate welding production.
Described gusseted block 5 diaphragm 9 is provided with adjusting bolt 6, and there is backing plate 7 adjusting bolt 6 front end, and backing plate 7 is close to outside L shape overlap joint template 1 transverse panel.The transverse panel that the spiro rod length rotating adjusting bolt 6 can make L shape overlap template 1 is adjacent to first pouring concrete face 13, ensures that seam is tight.
Backing plate 7 is weldingly fixed on the screw rod of adjusting bolt 6, and when preventing from regulating, L shape overlap joint template 1 transverse panel deflection is excessive.
Concrete implementation step:
1, by the nut-welding of adjusting bolt 6 on gusseted block 5.
2, adjusting screw(rod) 6 to be rotated after certain length at welding edges backing plate 7, guarantee backing plate 7 to be held out against after screw rod is tightened on the transverse panel of L shape overlap joint template 1.
3, by the first fastening bolt 3 and the second fastening bolt 4, L shape overlap joint template 1 and gusseted block 5 are fixed on trolley formwork end, gusseted block 5 is spaced in intervals layout.
4, L shape overlap joint template 1 and steel form carrier template synchronous formwork erection and the demoulding, only carry out fine setting adjusting screw(rod) 6 after trolley formwork formwork erection puts in place, and the transverse panel of L shape overlap joint template 1 is held out against concrete surface.
5, in casting process, due to concrete extruding, certain gap may being produced between L shape overlap joint template 1 and first pouring concrete and cause spillage, processing by tightening adjusting bolt 6 further.
6, flexible overlap joint template and gusseted block are all by carrying out adjustment or replacing after disassembling bolts, can repeat turnover and use.
Claims (4)
1. a steel form carrier flexibility overlap joint template, comprise L shape overlap joint template (1) and gusseted block (5), it is characterized in that, L shape overlap joint template (1) is made up of longitudinal panel and transverse panel, and longitudinal panel is fixed on the floor of steel form carrier template (2) end by many groups the first fastening bolt (3) and many groups the second fastening bolt (4); Transverse panel is close to first pouring concrete face (13), and described L shape overlap joint template (1) outside is laid with many groups gusseted block (5) along short transverse.
2. a kind of steel form carrier flexibility overlap joint template according to claim 1, it is characterized in that: described gusseted block (5) is made up of midfeather (8), diaphragm (9) and two pieces of triangular stall boards (10), midfeather (8) is drilled with fastening bolt holes (11), diaphragm (9) is drilled with adjusting bolt hole (12).
3. a kind of steel form carrier flexibility overlap joint template according to claim 1 and 2, it is characterized in that: three's compact siro spinning technology, through the midfeather (8) of steel form carrier template (2) end floor, L shape overlap joint template (1) longitudinal panel and gusseted block (5), is integrated by the first fastening bolt (3).
4. a kind of steel form carrier flexibility overlap joint template according to claim 1 and 2, it is characterized in that: the diaphragm (9) of described gusseted block (5) is provided with adjusting bolt (6), there is backing plate (7) adjusting bolt (6) front end, and backing plate (7) is close to outside L shape overlap joint template (1) transverse panel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520274432.1U CN204609907U (en) | 2015-05-01 | 2015-05-01 | A kind of steel form carrier flexibility overlap joint template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520274432.1U CN204609907U (en) | 2015-05-01 | 2015-05-01 | A kind of steel form carrier flexibility overlap joint template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204609907U true CN204609907U (en) | 2015-09-02 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520274432.1U Expired - Fee Related CN204609907U (en) | 2015-05-01 | 2015-05-01 | A kind of steel form carrier flexibility overlap joint template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204609907U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627859A (en) * | 2020-12-24 | 2021-04-09 | 中国水利水电第五工程局有限公司 | Self-adjusting soft lap joint connected with needle beam trolley |
-
2015
- 2015-05-01 CN CN201520274432.1U patent/CN204609907U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627859A (en) * | 2020-12-24 | 2021-04-09 | 中国水利水电第五工程局有限公司 | Self-adjusting soft lap joint connected with needle beam trolley |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20150902 Termination date: 20200501 |