CN209413279U - A kind of height-adjustable post-cast strip is shored - Google Patents
A kind of height-adjustable post-cast strip is shored Download PDFInfo
- Publication number
- CN209413279U CN209413279U CN201821851765.6U CN201821851765U CN209413279U CN 209413279 U CN209413279 U CN 209413279U CN 201821851765 U CN201821851765 U CN 201821851765U CN 209413279 U CN209413279 U CN 209413279U
- Authority
- CN
- China
- Prior art keywords
- supportive body
- loading plate
- height
- shored
- screw rod
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
Links
- 230000003319 supportive effect Effects 0.000 claims abstract description 38
- 230000001105 regulatory effect Effects 0.000 claims abstract description 10
- 230000007306 turnover Effects 0.000 claims description 25
- 230000003014 reinforcing effect Effects 0.000 claims description 13
- 238000002955 isolation Methods 0.000 claims description 5
- 210000003205 muscle Anatomy 0.000 claims description 5
- 239000004567 concrete Substances 0.000 abstract description 5
- 238000000465 moulding Methods 0.000 abstract description 2
- 230000000694 effects Effects 0.000 abstract 1
- 238000010276 construction Methods 0.000 description 6
- 239000011150 reinforced concrete Substances 0.000 description 4
- 238000010586 diagram Methods 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 239000000956 alloy Substances 0.000 description 1
- 229910045601 alloy Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000003973 paint Substances 0.000 description 1
- 239000013618 particulate matter Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Abstract
The utility model discloses a kind of height-adjustable post-cast strips to shore, supportive body including strip, one end of the supportive body is installed with loading plate, the supportive body side wall is installed with the casing for being axially parallel to supportive body length direction far from the position of loading plate, described sleeve pipe is provided at least two around supportive body along the length direction perpendicular to supportive body, the adjusting screw rod axially slid along it is equipped in described sleeve pipe, one end of the adjusting screw rod back to loading plate is equipped with the bottom plate of universal adjustment, position on the adjusting screw rod between bottom plate and casing is threaded with the regulating part that can contact at box face.The utility model has the following advantages that and effect: the concrete structure quality set up after easy and pouring molding of the utility model is higher.
Description
Technical field
The utility model relates to a kind of the realm of building construction, in particular to a kind of height-adjustable post-cast strip is shored.
Background technique
Reinforced concrete member refers to the shearing in the structure made of the concrete equipped with reinforcing bar enhancing, such as building
Wall, column, beam etc. are all made of reinforced concrete construction and form.Existing reinforced concrete construction usually utilizes preset template, and
The horizontal and vertical reinforcing bar of reinforcement is laid between template, template and reinforcing bar are positioned by locating piece, finally carry out coagulation
Soil pours, and can construct to form reinforced concrete member.
For traditional default template construction in such a way that timber is set up, concrete strength to be poured reaches 100%, timber,
Template just can be carried out overall pulling down；It is existing to set up due to can not being adjusted the out-of-flatness on ground and the height of timber
Mode can only be taken required to be formed to the mode that excessively high timber carries out cutting or will carry out splicing fixation between two timber
The timber height wanted.It is time-consuming and laborious first that this kind sets up mode, secondly, this kind, which sets up mode, can generate biggish construction error,
To influence the flatness of template.
Utility model content
It sets up easy and small error height-adjustable post-cast strip the purpose of the utility model is to provide a kind of and shores.
The above-mentioned technical purpose of the utility model has the technical scheme that a kind of height-adjustable
Post-cast strip is shored, the supportive body including strip, and one end of the supportive body is installed with loading plate, the supportive body side
Wall is installed with the casing for being axially parallel to supportive body length direction far from the position of loading plate, and described sleeve pipe is along perpendicular to support
The length direction of main body is provided at least two around supportive body, is equipped with the tune axially slid along it in described sleeve pipe
Screw rod is saved, one end of the adjusting screw rod back to loading plate is equipped with the bottom plate of universal adjustment, is located at bottom on the adjusting screw rod
Position between plate and casing is threaded with the regulating part that can contact at box face.
By using above-mentioned technical proposal, in use, the loading plate of supportive body is placed in ground, bottom plate and tune upward
The universal adjustment mode of section screw rod can be such that bottom plate is preferably bonded in the ground of out-of-flatness, it is made to have enough road holdings.Lead to again
It overregulates the mode that part is threadedly coupled with adjusting screw rod and contacts at the lower end surface of casing and the height of supportive body is adjusted, make
Loading plate contacts at template and supports.And by the setting of multiple adjusting screw rods for loading plate to be adjusted to level
State enables the template being supported to be in horizontal state, so that reducing construction error promotes the pouring quality of concrete simultaneously
Make to set up easier.
It is further arranged to: the oscillating bearing including connecting adjusting screw rod and bottom plate, the bulb and tune of the oscillating bearing
Screw rod is fixedly connected section, outer ring is fixedly connected with bottom plate.
By using above-mentioned technical proposal, the bulb of oscillating bearing realizes universal rotational in outer ring, to realize adjusting
Screw rod and the universal adjustment of bottom plate between the two.
It is further arranged to: being equipped with the isolation for being provide with oscillating bearing on the adjusting screw rod positioned at the top of oscillating bearing
Cover.
By using above-mentioned technical proposal, the setting of isolation cover is prevented obstructing above oscillating bearing present position
Only the particulate matter in the external world enters between the bulb of oscillating bearing and outer ring, impacts to the rotation of oscillating bearing.
Be further arranged to: the loading plate upper surface opens up jagged, and the center of the notch around loading plate is set
At least two are equipped with, the turned-out turnover panel for producing loading plate periphery wall of energy, the supportive body side are hinged in the notch
The lower section that wall is located at loading plate is equipped with reinforcing rib, and the reinforcing rib is provided centrally at least two around loading plate, described
Reinforcing rib is arranged in a one-to-one correspondence with turnover panel, when the turnover panel tilt out notch and turnover panel lower surface be reinforced muscle it is supported when, institute
The upper surface of the upper surface and loading plate of stating turnover panel is at the same level.
It is adjustable by way of rotating turnover panel according to being supported the of different sizes of template by using above-mentioned technical proposal
The bearing area that abridged edition is shored, so that more stable support can be provided different size of template by shoring.Turnover panel is turned-out
Turning, the turnover panel lower surface after overturning is reinforced muscle and contradicts and the upper surface of turnover panel and the upper surface of loading plate is made to be at the same level, from
And expand the supporting surface shored.
Be further arranged to: the supportive body is equipped with Universal level-metre.
By using above-mentioned technical proposal, the setting of Universal level-metre can reflect supportive body state in which in real time, with
Just loading plate is precisely adjusted to horizontality by staff.
It is further arranged to: being connected with stiffening plate between the periphery wall and supportive body of described sleeve pipe, under the bottom plate
Surface is equipped with anti-skid bulge.
By using above-mentioned technical proposal, the setting of anti-skid bulge increases road holding, enables bottom plate is more stable to consolidate
Due to ground.
Be further arranged to: the regulating part is equipped with wear ring towards the one side of casing.
By using above-mentioned technical proposal, the setting of wear ring increases the service life of regulating part.
It is further arranged to: being equipped with sign close to the position of Universal level-metre on the supportive body.
By using above-mentioned technical proposal, the setting of sign enables construction personnel to observe ten thousand within first time
To the setting position of level meter, adjusting is supported to supportive body by observing Universal level-metre.
In conclusion the utility model has the following beneficial effects: the utility model set up easy and pouring molding after
Concrete structure quality it is higher.
Detailed description of the invention
Fig. 1 is the perspective view of embodiment；
Fig. 2 is the partial structural diagram of embodiment；
Fig. 3 is the structural schematic diagram of loading plate and turnover panel in embodiment.
In figure: 1, supportive body；2, loading plate；3, casing；4, adjusting screw rod；5, bottom plate；6, regulating part；7, isolation cover；
8, notch；9, turnover panel；10, reinforcing rib；11, Universal level-metre；12, stiffening plate；13, anti-skid bulge；14, wear ring；15, it identifies
Mark；16, oscillating bearing.
Specific embodiment
The utility model is described in further detail below in conjunction with attached drawing.
Referring to figs. 1 to Fig. 3, a kind of height-adjustable post-cast strip is shored, the supportive body 1 including strip, support master
The upper surface of body 1 is installed with horizontally disposed loading plate 2, and the side wall of supportive body 1 is bonded with Universal level-metre 11, supportive body
1 side wall is coated with sign 15 close to the position of Universal level-metre 11, and sign 15 can be real by way of paint application
It is existing.1 side wall of supportive body is installed with casing 3 close to the position of lower end, is fixedly connected between 3 periphery wall of casing and supportive body 1
There is stiffening plate 12, the axial direction of casing 3 and the length direction of supportive body 1 are arranged in parallel, and casing 3 is along perpendicular to supportive body 1
Length direction is provided at least two around supportive body 1.
Adjusting screw rod 4 is inserted in casing 3, adjusting screw rod 4 can be slid along the axial direction of casing 3, under adjusting screw rod 4
End is connected with bottom plate 5 by oscillating bearing 16, the bulb of oscillating bearing 16 is fixedly connected with the end face of adjusting screw rod 4, outer ring and
Bottom plate 5 is fixedly connected, and the position on adjusting screw rod 4 between casing 3 and oscillating bearing 16 is threaded with regulating part 6, is adjusted
Section part 6 can contradict the end face of casing 3；Position of the adjusting screw rod 4 between oscillating bearing 16 and regulating part 6, which is installed with, is provide with pass
The isolation cover 7 of bearings 16.
One end face of regulating part 6 back to bottom plate 5 is fixedly installed wear ring 14, and the material of wear ring 14 can be nickel-base antiwear
Alloy.The one side of bottom plate 5 back to adjusting screw rod 4 has been wholely set anti-skid bulge 13, and anti-skid bulge 13 and bottom plate 5 are metal
Material.
2 upper surface of loading plate offers the notch 8 through 2 lower surface of loading plate, and notch 8 is close to 2 periphery wall of loading plate
One side wall runs through the periphery wall of loading plate 2, and notch 8 is provided centrally at least two around loading plate 2, passes through in notch 8
Dead axle is hinged with turnover panel 9, and dead axle is fixedly arranged on 9 side wall of turnover panel and wears into 8 side wall of notch to realize rotation.Supportive body 1
The lower section that side wall is located at loading plate 2 is installed with reinforcing rib 10, and reinforcing rib 10 is provided centrally at least two around loading plate 2
A, reinforcing rib 10 is arranged in a one-to-one correspondence with turnover panel 9.When turnover panel 9 is located at 8 inside of notch, the lower surface of turnover panel 9 is reinforced muscle 10
It contradicts so that the upper surface of turnover panel 9 and the upper surface of loading plate 2 are at the same level；When turnover panel 9 rotates out notch 8, under turnover panel 9
Surface is reinforced 10 conflicts of muscle so that the upper surface of turnover panel 9 and the upper surface of loading plate 2 are at the same level.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (8)
1. a kind of height-adjustable post-cast strip is shored, the supportive body (1) including strip, it is characterised in that: the support
One end of main body (1) is installed with loading plate (2), and supportive body (1) side wall is installed with axial direction far from the position of loading plate (2)
It is parallel to the casing (3) of supportive body (1) length direction, described sleeve pipe (3) is enclosed along the length direction perpendicular to supportive body (1)
It is around in supportive body (1) and is provided at least two, be equipped with the adjusting screw rod (4) axially slid along it in described sleeve pipe (3),
One end of adjusting screw rod (4) back to the loading plate (2) is equipped with the bottom plate (5) of universal adjustment, and the adjusting screw rod (4) is upper
Position between bottom plate (5) and casing (3) is threaded with the regulating part (6) that can contact at casing (3) end face.
2. a kind of height-adjustable post-cast strip according to claim 1 is shored, it is characterised in that: adjust spiral shell including connection
The oscillating bearing (16) of bar (4) and bottom plate (5), the bulb of the oscillating bearing (16) is fixedly connected with adjusting screw rod (4), outer ring
It is fixedly connected with bottom plate (5).
3. a kind of height-adjustable post-cast strip according to claim 2 is shored, it is characterised in that: the adjusting screw rod
(4) top on positioned at oscillating bearing (16) is equipped with the isolation cover (7) for being provide with oscillating bearing (16).
4. a kind of height-adjustable post-cast strip according to claim 1 is shored, it is characterised in that: the loading plate (2)
Upper surface opens up jagged (8), and the notch (8) is provided centrally at least two around loading plate (2), the notch
(8) the turned-out turnover panel (9) for producing loading plate (2) periphery wall of energy is hinged in, supportive body (1) side wall is located at carrying
The lower section of plate (2) is equipped with reinforcing rib (10), and the reinforcing rib (10) is provided centrally at least two around loading plate (2),
The reinforcing rib (10) is arranged in a one-to-one correspondence with turnover panel (9), when the turnover panel (9) tilts out notch (8) and turnover panel (9) lower surface
Be reinforced muscle (10) it is supported when, the upper surface of the turnover panel (9) and the upper surface of loading plate (2) are at the same level.
5. a kind of height-adjustable post-cast strip according to claim 1 is shored, it is characterised in that: the supportive body
(1) Universal level-metre (11) are equipped with.
6. a kind of height-adjustable post-cast strip according to claim 1 is shored, it is characterised in that: described sleeve pipe (3)
It is connected between periphery wall and supportive body (1) stiffening plate (12), the lower surface of the bottom plate (5) is equipped with anti-skid bulge (13).
7. a kind of height-adjustable post-cast strip according to claim 1 is shored, it is characterised in that: the regulating part (6)
Wear ring (14) are equipped with towards the one side of casing (3).
8. a kind of height-adjustable post-cast strip according to claim 5 is shored, it is characterised in that: the supportive body
(1) sign (15) are equipped with close to the position of Universal level-metre (11) on.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821851765.6U CN209413279U (en) | 2018-11-12 | 2018-11-12 | A kind of height-adjustable post-cast strip is shored |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821851765.6U CN209413279U (en) | 2018-11-12 | 2018-11-12 | A kind of height-adjustable post-cast strip is shored |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209413279U true CN209413279U (en) | 2019-09-20 |
Family
ID=67933582
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821851765.6U Expired - Fee Related CN209413279U (en) | 2018-11-12 | 2018-11-12 | A kind of height-adjustable post-cast strip is shored |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209413279U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112722685A (en) * | 2021-01-28 | 2021-04-30 | 王胜夏 | Deviation adjusting structure of rubber supply conveyor of tire production line |
| CN114150862A (en) * | 2021-11-29 | 2022-03-08 | 山西四建集团有限公司 | Adjustable turnover template of concrete floor construction joint department |
-
2018
- 2018-11-12 CN CN201821851765.6U patent/CN209413279U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112722685A (en) * | 2021-01-28 | 2021-04-30 | 王胜夏 | Deviation adjusting structure of rubber supply conveyor of tire production line |
| CN114150862A (en) * | 2021-11-29 | 2022-03-08 | 山西四建集团有限公司 | Adjustable turnover template of concrete floor construction joint department |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20190920 |