CN206352393U - A kind of reinforcement tools of side template - Google Patents
A kind of reinforcement tools of side template Download PDFInfo
- Publication number
- CN206352393U CN206352393U CN201621246190.6U CN201621246190U CN206352393U CN 206352393 U CN206352393 U CN 206352393U CN 201621246190 U CN201621246190 U CN 201621246190U CN 206352393 U CN206352393 U CN 206352393U
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- Prior art keywords
- type bar
- nut
- screw
- expansion screw
- montant
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- 230000002787 reinforcement Effects 0.000 title claims abstract description 19
- 239000000835 fiber Substances 0.000 claims abstract description 6
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 230000006835 compression Effects 0.000 claims 1
- 238000007906 compression Methods 0.000 claims 1
- 238000003466 welding Methods 0.000 claims 1
- 238000010276 construction Methods 0.000 abstract description 4
- 238000009435 building construction Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 3
- 230000003014 reinforcing effect Effects 0.000 description 3
- HCHKCACWOHOZIP-UHFFFAOYSA-N Zinc Chemical compound [Zn] HCHKCACWOHOZIP-UHFFFAOYSA-N 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009877 rendering Methods 0.000 description 1
- 239000011701 zinc Substances 0.000 description 1
- 229910052725 zinc Inorganic materials 0.000 description 1
Landscapes
- Reinforcement Elements For Buildings (AREA)
Abstract
A kind of reinforcement tools of side template, are related to the realm of building construction.The montant bottom of L-type bar is respectively equipped with bottom Screw arbor with nut at both-ends and top Screw arbor with nut at both-ends on the left of the instrument, top Screw arbor with nut at both-ends is located at the top of bottom Screw arbor with nut at both-ends, the cross bar end of the flexible L-type bar in right side can be inserted into the cross bar end of left side L-type bar, the montant bottom of the flexible L-type bar in right side is respectively equipped with bottom expansion screw and top expansion screw, top expansion screw is located at the top of bottom expansion screw, bottom expansion screw, the position of top expansion screw respectively with bottom Screw arbor with nut at both-ends, top Screw arbor with nut at both-ends correspondence, bottom expansion screw, the end of top expansion screw can respectively with bottom Screw arbor with nut at both-ends, the reserved mantle fiber connection of top Screw arbor with nut at both-ends, bottom expansion screw on the expansion screw of top with being respectively equipped with locking and fixing device.The utility model is that beam side can be achieved to reinforce without sleeve pipe, and reinforcement tools adjustable length can be used in turn, cost-effective, simple in construction, and easy to use, effect is obvious.
Description
Technical field
The utility model is related to technical field of building construction, more particularly to a kind of reinforcement tools of side template.
Background technology
The reinforcing of side template in construction, traditional method is, in side template surrounding plus transom, centre keel, then to use
Split bolt is fixed, the method be not avoided that beam side rise mould the problem of, and need to reserve Split bolt sleeve in beam, construction is multiple
It is miscellaneous.Therefore, it is a new direction to research and propose a kind of novel reinforced instrument that beam side reinforcing can be achieved without sleeve pipe.
Utility model content
For the above-mentioned problems in the prior art, the purpose of this utility model is to provide a kind of reinforcing of side template
Instrument.
The technical scheme that the utility model is used to achieve the above object is：A kind of reinforcement tools of side template, its
It is characterised by：Including the flexible L-type bar of left side L-type bar and right side, the montant bottom of left side L-type bar is respectively equipped with bottom Screw arbor with nut at both-ends
With top Screw arbor with nut at both-ends, top Screw arbor with nut at both-ends is located at the top of bottom Screw arbor with nut at both-ends, and the cross bar end of the flexible L-type bar in right side can be inserted
Enter the cross bar end of left side L-type bar, the montant bottom of the flexible L-type bar in right side is respectively equipped with bottom expansion screw and the flexible spiral shell in top
Bar, top expansion screw is located at the top of bottom expansion screw, bottom expansion screw, top expansion screw position respectively with
Portion's Screw arbor with nut at both-ends, top Screw arbor with nut at both-ends correspondence, bottom expansion screw, top expansion screw end can respectively with bottom to draw spiral shell
The reserved mantle fiber connection of bar, top Screw arbor with nut at both-ends, bottom expansion screw on the expansion screw of top with being respectively equipped with the dress that is locked
Put.
The bottom expansion screw and top expansion screw be each passed through the hole on the flexible L-type bar montant in right side so as to
The flexible L-type bar connection in right side, bottom expansion screw is connected locking and fixing device with the end of top expansion screw.
The locking and fixing device is the nut positioned at the flexible L-type bar montant both sides in right side.
The top Screw arbor with nut at both-ends, bottom Screw arbor with nut at both-ends are welded with left side L-type bar.
The montant of the left side L-type bar is the zinc-plated side of middle hollow out that cross sectional dimensions is 60mm × 30mm, thickness is 5mm
Steel pipe, the beam bottom 50-60cm of the montant bottom of left side L-type bar apart from beams of concrete.
The montant of the flexible L-type bar in the right side is that the middle hollow out that cross sectional dimensions is 50mm × 20mm, thickness is 5mm is plated
Zinc square steel tube, the montant bottom of the flexible L-type bar in right side is apart from the beam bottom 50-60cm of beams of concrete, and length is than left side L-type bar
The few 5mm of montant.
Upper end 35-40cm of the top Screw arbor with nut at both-ends apart from left side L-type bar.
The utility model is that beam side can be achieved to reinforce without sleeve pipe, and reinforcement tools length can be adjusted, and can have enough to meet the need makes
With cost-effective, simple in construction, easy to use, effect is obvious.
Brief description of the drawings
Fig. 1 is a kind of structural representation of the reinforcement tools of side template of the utility model.
Fig. 2 is a kind of using renderings of the reinforcement tools of side template of the utility model.
In figure：1st, beams of concrete；2nd, the side template of beam two；3rd, flitch；4th, top Screw arbor with nut at both-ends；5th, top expansion screw；6、
Bottom Screw arbor with nut at both-ends；7th, bottom expansion screw；8th, left side L-type bar；9th, the flexible L-type bar in right side；10th, nut.
Embodiment
Embodiment 1
As shown in figure 1, a kind of reinforcement tools of side template, including left side L-type bar 8 and the flexible L-type bar 9 in right side.Left side L
The montant of type bar 8 is the middle hollow out zinc-plated square steel pipe that cross sectional dimensions is 60mm × 30mm, thickness is 5mm, left side L-type bar 8
Montant bottom apart from beams of concrete 1 beam bottom 50cm.Right side stretch L-type bar 9 montant be cross sectional dimensions be 50mm ×
20mm, thickness are 5mm middle hollow out zinc-plated square steel pipe, and the montant bottom of the flexible L-type bar 9 in right side is apart from beams of concrete 1
Beam bottom 50cm, montant few 5mm of the length than left side L-type bar 8.
Bottom Screw arbor with nut at both-ends 6 and top Screw arbor with nut at both-ends 4, top Screw arbor with nut at both-ends is respectively welded in the montant bottom of left side L-type bar 8
4 are located at the top of bottom Screw arbor with nut at both-ends 6, and top Screw arbor with nut at both-ends 4 is apart from the upper end 35cm of left side L-type bar 8, the flexible L-type bar 9 in right side
Cross bar end can be inserted into the cross bar end of left side L-type bar 8, the stretch montant bottom of L-type bar 9 of right side is respectively equipped with bottom and stretched
Screw rod 7 and top expansion screw 5, bottom expansion screw 7 are each passed through on the flexible montant of L-type bar 9 in right side with top expansion screw 5
Hole so as to be connected with the right side L-type bar 9 that stretches, top expansion screw 5 is located at the top of bottom expansion screw 7, and bottom is stretched
Screw rod 7, top expansion screw 5 position it is corresponding with bottom Screw arbor with nut at both-ends 6, top Screw arbor with nut at both-ends 4 respectively, bottom expansion screw 7,
The end of top expansion screw 5 can be respectively with bottom Screw arbor with nut at both-ends 6, top Screw arbor with nut at both-ends 4 reserved mantle fiber be connected, bottom stretch
Screw rod 7 is to be erected positioned at the flexible L-type bar 9 in right side with being respectively equipped with locking and fixing device, locking and fixing device on top expansion screw 5
The nut 10 of bar both sides.
As shown in Fig. 2 application method of the present utility model is：The flitch 3 for being close to right side places the flexible L-type bar 9 in right side, tightly
Flitch 3 on the left of patch places left side L-type bar 8, and the flexible L-type bar 9 in right side is injected in left side L-type bar 8.By top expansion screw 5
Reserved opening through on the flexible L-type bar 9 in right side, rotates top expansion screw 5, makes it and reserved in top Screw arbor with nut at both-ends 4
Mantle fiber is connected.Finally adjust bottom expansion screw 7 length, pivot bottom expansion screw 7, make its with bottom Screw arbor with nut at both-ends 6
The connection of reserved mantle fiber, the nut 10 for tightening the flexible both sides of L-type bar 9 in right side is fixed.
Embodiment 2
The Each parts of the reinforcement tools of side template described in the present embodiment a kind of and annexation with implementation
Identical in example 1, different technical parameters are：
1）Beam bottom 55cm of the montant bottom of left side L-type bar 8 apart from beams of concrete 1；
2）Beam bottom 55cm of the montant bottom of the flexible L-type bar 9 in right side apart from beams of concrete 1；
3）Upper end 37cm of the top Screw arbor with nut at both-ends 4 apart from left side L-type bar 8.
Embodiment 3
The Each parts of the reinforcement tools of side template described in the present embodiment a kind of and annexation with implementation
Identical in example 1, different technical parameters are：
1）Beam bottom 60cm of the montant bottom of left side L-type bar 8 apart from beams of concrete 1；
2）Beam bottom 60cm of the montant bottom of the flexible L-type bar 9 in right side apart from beams of concrete 1；
3）Upper end 40cm of the top Screw arbor with nut at both-ends 4 apart from left side L-type bar 8.
Claims (7)
1. a kind of reinforcement tools of side template, it is characterised in that：Including left side L-type bar（8）With the flexible L-type bar in right side（9）, it is left
Side L-type bar（8）Montant bottom be respectively equipped with bottom Screw arbor with nut at both-ends（6）With top Screw arbor with nut at both-ends（4）, top Screw arbor with nut at both-ends（4）
Positioned at bottom Screw arbor with nut at both-ends（6）Top, right side is stretched L-type bar（9）Cross bar end can be inserted into left side L-type bar（8）Cross bar
End, the flexible L-type bar in right side（9）Montant bottom be respectively equipped with bottom expansion screw（7）With top expansion screw（5）, top
Expansion screw（5）Positioned at bottom expansion screw（7）Top, bottom expansion screw（7）, top expansion screw（5）Position point
Not with bottom Screw arbor with nut at both-ends（6）, top Screw arbor with nut at both-ends（4）Correspondence, bottom expansion screw（7）, top expansion screw（5）End
Can respectively with bottom Screw arbor with nut at both-ends（6）, top Screw arbor with nut at both-ends（4）Reserved mantle fiber connection, bottom expansion screw（7）Stretched with top
Compression screw arbor（5）On be respectively equipped with locking and fixing device.
2. a kind of reinforcement tools of side template according to claim 1, it is characterised in that：The bottom expansion screw
（7）With top expansion screw（5）It is each passed through the flexible L-type bar in right side（9）Hole on montant with right side so as to stretching L-type bar
（9）Connection, bottom expansion screw（7）With top expansion screw（5）End connection locking and fixing device.
3. a kind of reinforcement tools of side template according to claim 1 or 2, it is characterised in that：The dress that is locked
It is set to positioned at the flexible L-type bar in right side（9）The nut of montant both sides（10）.
4. a kind of reinforcement tools of side template according to claim 1 or 2, it is characterised in that：The top is to drawing spiral shell
Bar（4）, bottom Screw arbor with nut at both-ends（6）With left side L-type bar（8）Welding.
5. a kind of reinforcement tools of side template according to claim 1 or 2, it is characterised in that：The left side L-type bar
（8）Montant be cross sectional dimensions be 60mm × 30mm, thickness be 5mm middle hollow out zinc-plated square steel pipe, left side L-type bar（8）
Montant bottom apart from beams of concrete（1）Beam bottom 50-60cm.
6. a kind of reinforcement tools of side template according to claim 1 or 2, it is characterised in that：The right side is stretched L-type
Bar（9）Montant be cross sectional dimensions is 50mm × 20mm, thickness is 5mm middle hollow out zinc-plated square steel pipe, right side is stretched L-type
Bar（9）Montant bottom apart from beams of concrete（1）Beam bottom 50-60cm, length is than left side L-type bar（8）The few 5mm of montant.
7. a kind of reinforcement tools of side template according to claim 1 or 2, it is characterised in that：The top is to drawing spiral shell
Bar（4）Apart from left side L-type bar（8）Upper end 35-40cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621246190.6U CN206352393U (en) | 2016-11-16 | 2016-11-16 | A kind of reinforcement tools of side template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621246190.6U CN206352393U (en) | 2016-11-16 | 2016-11-16 | A kind of reinforcement tools of side template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206352393U true CN206352393U (en) | 2017-07-25 |
Family
ID=59347558
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621246190.6U Active CN206352393U (en) | 2016-11-16 | 2016-11-16 | A kind of reinforcement tools of side template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206352393U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115387392A (en) * | 2022-08-23 | 2022-11-25 | 中国五冶集团有限公司 | Basement post-cast strip construction structure and method |
-
2016
- 2016-11-16 CN CN201621246190.6U patent/CN206352393U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115387392A (en) * | 2022-08-23 | 2022-11-25 | 中国五冶集团有限公司 | Basement post-cast strip construction structure and method |
| CN115387392B (en) * | 2022-08-23 | 2023-12-15 | 中国五冶集团有限公司 | Basement post-pouring strip construction structure and method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: Floor 19, No. 100 Bohai Street, Pulandian District, Dalian City, Liaoning Province, 116200 Patentee after: Dalian Sanchuan Construction Group Co.,Ltd. Patentee after: DALIAN SANCHUAN BUILDING TECHNOLOGY Co.,Ltd. Address before: Sanchuan Building, No. 100 Bohai Street, Nanshan Street, Pulandian District, Dalian, Liaoning Province, 116000 Patentee before: DALIAN SANCHUAN CONSTRUCTION GROUP Co.,Ltd. Patentee before: DALIAN SANCHUAN BUILDING TECHNOLOGY Co.,Ltd. |