CN203546617U - Temporary support for adjusting height of bracket or beam body - Google Patents
Temporary support for adjusting height of bracket or beam body Download PDFInfo
- Publication number
- CN203546617U CN203546617U CN201320690510.7U CN201320690510U CN203546617U CN 203546617 U CN203546617 U CN 203546617U CN 201320690510 U CN201320690510 U CN 201320690510U CN 203546617 U CN203546617 U CN 203546617U
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- CN
- China
- Prior art keywords
- supporting plate
- trapezoidal
- right fagging
- base plate
- temporary support
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- 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
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- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
The utility model discloses a temporary support for adjusting the height of a bracket or a beam body. The temporary support comprises a lower base plate provided with symmetrical force bearing slopes, an upper base plate provided with symmetrical force applying slopes, a left supporting plate and a right supporting plate, wherein the left supporting plate and the right supporting plate are trapezoidal when stand sideways. The left supporting plate and the right supporting plate are oppositely arranged on the two force bearing slopes of the lower base plate, the trapezoidal lower bevel of the left supporting plate and the trapezoidal lower bevel of the right supporting plate are matched with the force bearing slopes. The upper base plate is located on the left supporting plate and the right supporting plate, the force applying face of the upper base plate is matched with the trapezoidal upper bevel of the left supporting plate and the trapezoidal upper bevel of the right supporting plate, so a one-dimensional-space hollow structure with peripheries relatively closed is formed. The left supporting plate and the right supporting plate are provided with relative position adjusting components, and height adjustment between the upper base plate and the lower base plate can be achieved through sliding between the force bearing slopes and the trapezoidal bevels of the left supporting plate and the trapezoidal bevels of the right supporting plate and through sliding between the force applying slopes and the trapezoidal bevels of the left supporting plate and the trapezoidal bevels of the right supporting plate.
Description
Technical field
The utility model relates to a kind of servicing unit of fall frame or precast beam install of cast-in-situ concrete support.
Background technology
The frame that falls of current domestic cast-in-situ concrete support, the installation of precast beam, in the process of support or the adjustment of beam height, generally adopt sandbox to adjust as temporary support.But sandbox exists several larger drawbacks to avoid as temporary support: sandbox bearing capacity is less, when load is larger, be not suitable as temporary support carrying; Sandbox is installed, demolishing process complexity, and elevation is adjusted inconvenience; Sandbox processing technology complexity, if it is low to reduce its reusable edible rate of processing criterion; Sandbox is as temporary support, and after precast beam install, in stand under load process, beam body absolute altitude, as occurred after deviation, can only adopt jack to carry out jacking adjustment above it, complicated operation, and security risk is high, and cost has high input.
Summary of the invention
The purpose of this utility model is to provide a kind of making simply, installation, convenient disassembly, the cast-in-situ concrete that can reuse, the supporting apparatus of precast beam install.
For reaching above object, the utility model takes following technical scheme to be achieved:
The temporary support of a kind of adjusting pole or beam height, it is characterized in that, comprise be provided with symmetrical load slope lower seat board, to be provided with the upper base plate, two on symmetrical application of force slope edge-on be trapezoidal left and right fagging, described left and right fagging is placed on two load slopes of lower seat board relatively, and trapezoidal lower inclined plane and the load slope of this left and right fagging match; Upper base plate is placed on left and right fagging, and the force surface of this upper base plate and the trapezoidal ramp of left and right fagging match, and forms the hollow-core construction of one-dimensional space surrounding relative closure; Relative position is set on described left and right fagging and adjusts member, by the slip between load slope, application of force slope and left and right fagging trapezoidal inclined plane, realize the adjustment of height between upper and lower seat board.
In such scheme, described relative position is adjusted member and is comprised that adjusting rod, level are opened in the hole of pass through on left and right fagging, described adjusting rod slip run through the hole of passing through on left and right fagging, the equal attaching nut in adjusting rod two ends.The inner flap plate of putting more energy into that arranges of described left and right fagging.
Compare existing sand box temporary support, the utility model has the advantages that:
1, can be by temporary support entirety rapid-assembling, quick-detachment;
2, by nut and adjusting rod, adjust the relative position between fagging, reach the object that regulates height of support, easy and simple to handle;
3,, after Bearing Seat Force, still can carry out height of support adjustment;
4, part processing is easy, and bearing can reuse, and economy is high.
Accompanying drawing explanation
Fig. 1 is structure chart of the present utility model.
Fig. 2 is the lateral view of Fig. 1 structure.
In Fig. 1, Fig. 2: 1, upper base plate; 2, lower seat board; 3, fagging; 4, adjusting rod; 5, nut; 6, load slope; 7, ramp; 7 ', lower inclined plane; 8, application of force slope; 9, the flap plate of putting more energy into.
The specific embodiment
With reference to figure 1, the temporary support of cast-in-situ concrete in a kind of bridge construction, precast beam install, comprises each one of upper base plate 1, lower seat board 2, fagging 3(left and right), all adopt A3 Plate Welding to make.Left and right fagging is edge-on trapezoidal (have upper and lower inclined-plane 7,7 '), is relatively placed on two symmetrical load slopes 6 of lower seat board, and lower inclined plane 7 ' and load slope 6 are matched; Upper base plate is placed on left and right fagging, and the ramp 7 of left and right fagging and the force surface 8 of upper base plate are matched, and forms the hollow-core construction of one-dimensional space surrounding relative closure; Adjusting rod is slidably through the hole of passing through of left and right fagging, and the equal attaching nut in two ends, adjusts left and right fagging spacing by the degree of tightness of nut, indirectly reaches and regulates height between upper and lower seat board; Upper and lower seat board, left and right fagging relative position is realized by the slip between load slope, application of force slope and left and right fagging trapezoidal inclined plane.Adjusting rod can adopt Φ 32 fining twisted steels, and nut can adopt Φ 32 fining twisted steel matching nuts.
With reference to figure 2, left and right fagging inside can arrange the flap plate 9 of putting more energy into, stressed to strengthen fagging.
Claims (3)
1. the temporary support of an adjusting pole or beam height, it is characterized in that, comprise be provided with symmetrical load slope lower seat board, to be provided with the upper base plate, two on symmetrical application of force slope edge-on be trapezoidal left and right fagging, described left and right fagging is placed on two load slopes of lower seat board relatively, and trapezoidal lower inclined plane and the load slope of this left and right fagging match; Upper base plate is placed on left and right fagging, and the force surface of this upper base plate and the trapezoidal ramp of left and right fagging match, and forms the hollow-core construction of one-dimensional space surrounding relative closure; Relative position is set on described left and right fagging and adjusts member, by the slip between load slope, application of force slope and left and right fagging trapezoidal inclined plane, realize the adjustment of height between upper and lower seat board.
2. the temporary support of adjusting pole as claimed in claim 1 or beam height, it is characterized in that, described relative position is adjusted member and is comprised that adjusting rod, level are opened in the hole of passing through on left and right fagging, described adjusting rod slides runs through the hole of passing through on left and right fagging, the equal attaching nut in adjusting rod two ends.
3. the temporary support of adjusting pole as claimed in claim 1 or beam height, is characterized in that, the inner flap plate of putting more energy into that arranges of described left and right fagging.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320690510.7U CN203546617U (en) | 2013-11-01 | 2013-11-01 | Temporary support for adjusting height of bracket or beam body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320690510.7U CN203546617U (en) | 2013-11-01 | 2013-11-01 | Temporary support for adjusting height of bracket or beam body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203546617U true CN203546617U (en) | 2014-04-16 |
Family
ID=50464754
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320690510.7U Expired - Fee Related CN203546617U (en) | 2013-11-01 | 2013-11-01 | Temporary support for adjusting height of bracket or beam body |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203546617U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113982265A (en) * | 2021-10-25 | 2022-01-28 | 中国建筑第八工程局有限公司 | Friction self-locking type die carrier support |
-
2013
- 2013-11-01 CN CN201320690510.7U patent/CN203546617U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113982265A (en) * | 2021-10-25 | 2022-01-28 | 中国建筑第八工程局有限公司 | Friction self-locking type die carrier support |
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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 |
Granted publication date: 20140416 Termination date: 20161101 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |