CN203640277U - Girder template clamping and fixing device - Google Patents
Girder template clamping and fixing device Download PDFInfo
- Publication number
- CN203640277U CN203640277U CN201320822276.9U CN201320822276U CN203640277U CN 203640277 U CN203640277 U CN 203640277U CN 201320822276 U CN201320822276 U CN 201320822276U CN 203640277 U CN203640277 U CN 203640277U
- Authority
- CN
- China
- Prior art keywords
- fixing device
- clamping
- reinforcing
- cross bar
- beam forms
- 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 - Lifetime
Links
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 17
- 239000000835 fiber Substances 0.000 claims description 9
- 238000003466 welding Methods 0.000 claims description 3
- 238000010276 construction Methods 0.000 abstract description 10
- 230000007306 turnover Effects 0.000 abstract description 3
- 230000001105 regulatory effect Effects 0.000 abstract 1
- 238000000034 method Methods 0.000 description 8
- 229910000831 Steel Inorganic materials 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 239000002023 wood Substances 0.000 description 5
- 239000002131 composite material Substances 0.000 description 3
- 238000005728 strengthening Methods 0.000 description 3
- 238000009415 formwork Methods 0.000 description 2
- 230000002787 reinforcement Effects 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000000463 material Substances 0.000 description 1
Images
Landscapes
- Rod-Shaped Construction Members (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The utility model relates to a girder template clamping and fixing device which comprises two triangular frames which are mutually connected. Each triangular frame comprises a cross rod, a lengthwise rod which is connected with the cross rod in a fixed and perpendicular mode and a stay bar which is fixed between the cross rod and the lengthwise rod. The girder template clamping and fixing device is simple in structure and can be conveniently used for reinforcing. The stability of the whole clamping and fixing device is ensured due to the stay bar. Matched connection between threads and a sleeve can be regulated according to the size of a girder template, and therefore the clamping and fixing device can adapt to girder templates with different thicknesses and is high in universality. When reinforcing is carried out, the girder template clamping and fixing device is directly clamped and fixed to the girder template. The reinforcing construction is simple, speed is high and reinforcing quality is good. After the clamping and fixing device is used, the clamping and fixing device can be detached as a whole and used repeatedly and is high in turnover rate.
Description
Technical field
The utility model relates to a kind of template clip fixing apparatus, particularly a kind of adjustable clamping fixing apparatus that can regulate according to the width of beam forms.
Background technology
In building construction process, usually can run into the construction of grade beam and collar tie beam, when construction, need to reinforce beam forms.Traditional reinforcement means has two kinds, and one is to adopt composite wooden template to reinforce, and as shown in Figure 1, when reinforcing, first veneer 1, the lumps of wood 2 is positioned to the both sides of beam 10, then the lumps of wood 2 outsides is added to steel pipe 3, and by fastener and timber wedge 4, steel pipe is fixed.Second method is to adopt set shaped steel formwork to reinforce, and by add step fastener, steel pipe, timber wedge in the both sides of set shaped steel formwork, beam forms is fixed.
While adopting above two kinds of methods to reinforce beam forms, owing to reinforcing, the part comparison using is many, reinforcing process more complicated, and while reinforcing, all to re-start the connection of reinforcing part at every turn, can not reuse, inefficiency, timber wedge is easy to addle simultaneously, has increased construction cost.
Utility model content
In prior art, traditional beam die plate reinforcing apparatus structure complexity, and reinforcing process part connects loaded down with trivial details, operating efficiency is low, the technical problem that construction cost is high, the purpose of this utility model is to provide a kind of simple in structure, the beam forms clamping device of easy construction, this device comprises two tripods that are oppositely arranged, when reinforcing, only this device directly need be installed on beam forms, reinforcement means is simple, efficiency is high, and axially movable sleeve is set between two tripods, can meet the needs that different-thickness beam forms size is used.
To achieve these goals, the utility model has adopted following technical scheme:
A kind of beam forms clamping device, is characterized in that: comprise two interconnective tripods, described tripod comprise cross bar, with the vertical vertical pole being fixedly connected with of cross bar and be fixed on cross bar and vertical pole between hound.
Preferentially, described two tripods connect by cross bar, and the link of this cross bar is provided with mantle fiber, and two cross bars are coordinated and are connected with mantle fiber by sleeve.
Preferentially, described cross bar, vertical pole, hound are reinforcing bar, are fixedly connected by welding.
Useful technique effect of the present utility model is:
Beam forms clip holder structure of the present utility model is simple, it is convenient to reinforce, hound the stability that has guaranteed whole device is set; Being connected of mantle fiber and sleeve can be adjusted according to the size of beam forms, thereby makes this clamping device can adapt to the needs of different-thickness beam forms, highly versatile.When reinforcing, only need directly this beam forms clamping device to be fixed on beam forms, strengthening construction is simple, speed is fast, strengthening quality is good; And after using, directly integral demounting, recycles, and turnover rate is high.
Accompanying drawing explanation
Fig. 1 is prior art beam die plate reinforcing apparatus structure schematic diagram;
Fig. 2 is the utility model structural representation;
Fig. 3 is the sectional drawing after the utility model is installed;
Fig. 4 is the phantom drawing after the utility model is installed.
Reference numeral
1. veneer 2. lumps of wood 3. steel pipes
4. timber wedge 5. cross bar 6. vertical poles
7. hound 8. mantle fiber 9. sleeves
10. beam
The specific embodiment
Below in conjunction with accompanying drawing, the specific embodiment of the present utility model is described in further details.
Fig. 3 is the utility model structural representation, as shown in Figure 3, beam forms clamping device of the present utility model, comprise two interconnective tripods, described tripod is right-angled triangle, comprise cross bar 5, with the vertical vertical pole being fixedly connected with 6 of cross bar 5 and be fixed on cross bar 5 and vertical pole 6 between hound 7.In the present embodiment, tripod is isosceles triangle.
As shown in Figure 3, described two tripods connect by cross bar 5, and the link of this cross bar 5 is provided with 8, two cross bars of mantle fiber 5 and is coordinated and be connected with mantle fiber 8 by sleeve 9.After two tripods connect, two vertical poles 6 are parallel to each other.
In the present embodiment, described cross bar 5, vertical pole 6, hound 7 are reinforcing bar, are fixedly connected by welding.Obviously, tripod also can adopt the material of other composite demands.
Further introduce the use procedure of the utility model beam forms clamping device below in conjunction with accompanying drawing.
Fig. 3 is the sectional view after the utility model is installed, and when construction, first, by beam forms location, then fixes with clamping device.As shown in Figure 3, in the present embodiment, employing composite wooden template is reinforced, adopt conventional method veneer 1, the lumps of wood 2 to be positioned to the both sides of beam 10, then according to the width of beam forms, by adjusting the relative distance between cross bar 5 and sleeve 9, adjust the width of beam forms clamping device, two width between vertical pole 6 and the width of beam 10 are adapted, finally beam forms clamping device is directly fixed on the lumps of wood 2.
As shown in Figure 4, in construction, to the fixing of beam forms, multiple clamping devices of the present utility model need to be installed, the spacing between two clamping devices should be calculated according to design parameter, to guarantee to fix quality, meets construction requirement.
While adopting this device to fix, just only need to fix on beam forms can, reduced in traditional fixing process, need to assemble the loaded down with trivial details step of all parts of clamping device.Adopt beam forms clamping device of the present utility model to reinforce convenient, speed piece, strengthening quality is good, and after using, directly integral demounting, turnover rate is high.Hound the stability that has guaranteed whole device is set; Being connected of mantle fiber and sleeve can be adjusted according to the size of beam forms, thereby makes this clamping device can adapt to not thickness with the needs of beam forms, highly versatile.
Finally explanation is, above embodiment is only unrestricted in order to the technical solution of the utility model to be described, although the utility model is had been described in detail with reference to preferred embodiment, those of ordinary skill in the art is to be understood that, can modify or be equal to replacement the technical solution of the utility model, and not departing from aim and the scope of technical solutions of the utility model, it all should be encompassed in the middle of claim scope of the present utility model.
Claims (3)
1. a beam forms clamping device, it is characterized in that: comprise two interconnective tripods, described tripod comprise cross bar (5), with vertical two vertical poles (6) that are fixedly connected with of cross bar (5) and be fixed on cross bar (5) and vertical pole (6) between hound (7).
2. beam forms clamping device according to claim 1, it is characterized in that: described two tripods connect by cross bar (5), the link of this cross bar (5) is provided with mantle fiber (8), and two cross bars (5) are coordinated and are connected with mantle fiber (8) by sleeve (9).
3. beam forms clamping device according to claim 1, is characterized in that: described cross bar (5), vertical pole (6), hound (7) are reinforcing bar, are fixedly connected by welding.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320822276.9U CN203640277U (en) | 2013-12-12 | 2013-12-12 | Girder template clamping and fixing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320822276.9U CN203640277U (en) | 2013-12-12 | 2013-12-12 | Girder template clamping and fixing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203640277U true CN203640277U (en) | 2014-06-11 |
Family
ID=50871533
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320822276.9U Expired - Lifetime CN203640277U (en) | 2013-12-12 | 2013-12-12 | Girder template clamping and fixing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203640277U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104947932A (en) * | 2015-06-29 | 2015-09-30 | 中国新兴保信建设总公司 | Reinforcement tool for beam template |
| CN108979142A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | One kind hanging mould pouring construction structure |
| CN113445736A (en) * | 2021-06-21 | 2021-09-28 | 中国建筑第四工程局有限公司 | Closed template reinforcing tool for cast-in-place beam |
-
2013
- 2013-12-12 CN CN201320822276.9U patent/CN203640277U/en not_active Expired - Lifetime
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104947932A (en) * | 2015-06-29 | 2015-09-30 | 中国新兴保信建设总公司 | Reinforcement tool for beam template |
| CN108979142A (en) * | 2018-08-21 | 2018-12-11 | 中冶建工集团有限公司 | One kind hanging mould pouring construction structure |
| CN108979142B (en) * | 2018-08-21 | 2021-02-19 | 中冶建工集团有限公司 | Hang mould and pour construction structures |
| CN113445736A (en) * | 2021-06-21 | 2021-09-28 | 中国建筑第四工程局有限公司 | Closed template reinforcing tool for cast-in-place beam |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106013787B (en) | Cast-in-place concrete beam template tool-type reinforcement system and its construction technology | |
| CN203640277U (en) | Girder template clamping and fixing device | |
| CN201679231U (en) | Template clamp for construction | |
| CN203795829U (en) | Hoop assembly | |
| CN203924705U (en) | Rectangular beam die clamper | |
| CN204163400U (en) | Subway station variable cross section tie template | |
| CN205134552U (en) | Both sides strength nature steel column and middle concrete beam steel bar connection node means | |
| CN102003067B (en) | Fair-faced concrete structure beam and column joint formwork reinforcement system | |
| CN103669838A (en) | Right-angled clamping plate form clamp | |
| CN203640276U (en) | Adjustable column mold device | |
| CN205046843U (en) | Reinforcing apparatus's stair template of marking time in middle of installation | |
| CN202990407U (en) | Quick-release scaffold | |
| CN206888514U (en) | Slidingtype is to tensing solid beam forms Support bracket | |
| CN204804375U (en) | Novel steel construction is connected device | |
| CN203441105U (en) | Hole template supporting tool | |
| CN205206320U (en) | Lift well formwork center support reinforcing apparatus | |
| CN104863359B (en) | Template reinforcement device of reinforced concrete wall pillar part and usage method of same | |
| CN203905493U (en) | Template reinforcing fixture structure | |
| CN102587653A (en) | Novel reinforcing tie bolt for side form of side beam | |
| CN204531420U (en) | Concreting plate device | |
| CN203684672U (en) | Column template clamp | |
| CN205077853U (en) | Butt clamp unit independently supports assembles template | |
| CN202787971U (en) | Stair step reinforcing part | |
| CN203475302U (en) | Railway wet joint mould plate | |
| CN204623800U (en) | A kind of horizontal angle fixture |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term | ||
| CX01 | Expiry of patent term |
Granted publication date: 20140611 |