CN201125529Y - Large template corner chucking appliance for building - Google Patents
Large template corner chucking appliance for building Download PDFInfo
- Publication number
- CN201125529Y CN201125529Y CNU2007201912467U CN200720191246U CN201125529Y CN 201125529 Y CN201125529 Y CN 201125529Y CN U2007201912467 U CNU2007201912467 U CN U2007201912467U CN 200720191246 U CN200720191246 U CN 200720191246U CN 201125529 Y CN201125529 Y CN 201125529Y
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- China
- Prior art keywords
- corner
- template
- clamping plate
- concrete
- bar shaped
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- Expired - Lifetime
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Abstract
The utility model relates to the field of building construction facilities, specially relates to clamp applied to angle reinforcement for external corner of hydraulic climbing form of big formwork, including framework, backbone steel board of fixed template. Two steel clamping plates in bar shape with equal length, and in 90 degrees are respectively disposed upon upper and lower portion of the corner of split of the two templates, steel plates in bar shape is connected with fixed template. The utility model is improved designed at the position of the external corner of hydraulic climbing form of big formwork, which effectively enforces connection strength of template at the position, avoids generation of concrete leak of wall plate of corn barrel in process of concrete casting, and can avoids phenomenon for producing cellular and bad external corner of pitting surface pillar on concrete surface.
Description
Technical field
The utility model belongs to the technical field of building operations facility, relates in particular to be applied to the anchor clamps that hydraulic climbing formwork large form bead angle reinforces.It can prevent effectively that concrete from leaking quality problems such as the concrete honeycomb cause, pitted skin.
Background technology
In building construction process, the hydraulic climbing formwork large form is during to concrete pouring, and large form adopts skeleton and steel plate pad to fix outward, utilizes mounted split pattern to be connected wearing with internal mold.
China utility model patent ZL93218604 discloses a kind of construction formwork anchor clamps, it is characterized in that the locating shaft that an end is fixed with clamping plate is inserted in the hollow section that is fixed with clamping plate, and locating shaft is carved with screw thread, and its top is provided with the hold-doun nut of adjustable clamp distance between plates.
China utility model patent ZL02234338 discloses a kind of screw rod again, the beam that fastening nut etc. constitute, post, the form clamp that the wall building operations is used, in being provided with the inner respectively, the outer end screw thread that it is characterized in that the Form hanger two ends connects screw thread, the outer end be provided with outer extension bar and screw thread thereof connector in connect and be threaded, connect the headstock outer end and abut against the template medial surface, the outer extension bar of connector extremely connects the inner that screw thread and stage casing be provided with the connecting rod of 1-3 socket in the screw thread preformed hole that passes template and inner being provided with and is connected, have the hole on the L type angular fixed part body, in China and foreign countries' section inserting hole of connecting rod, the socket interpolation upper fixing element dowel of China and foreign countries' section of connecting rod.
More than these methods outside large form, adopt skeleton and steel plate pad to fix, utilize own mounted split pattern to be connected wearing with internal mold, two 90 degree corner large forms effectively can not be connected usually.When form clamp is reinforced moulding after-pouring concrete, be easy to cause the external corner of beam or post, surperficial Luo pole pair to wear place's concrete magma and run off; In cast and the maintenance processes, because template breathing changes, part is prone to quality problems at the concrete edge on coagulation.Produce internal force and cause template splicing place to produce the slit to cause the concrete spillage, can cause all quality problems of honeycomb, pitted skin as not preventing that concrete from watering to smash the concrete moulding.
The utility model content
In order to overcome the quality problems of hydraulic climbing formwork large form external corner position influence concrete pouring, the utility model provides a kind of novel architecture large form Corner clamp, improve design in this external corner position, this template corner has been strengthened the intensity that this place's template connects effectively, avoid watering in the process of smashing generations such as concrete leakage, can avoid concrete magma to run off and cause the concrete face to produce the phenomenon at honeycomb, the mashed angle of pitted skin post external corner at core shell wallboard concrete.
Above-mentioned purpose of the present utility model is achieved through the following technical solutions:
A kind of large form Corner clamp for building, by template, the skeleton steel plate of fixed form is formed, and the outer upper and lower end parts of the corner of two template amalgamations is respectively established a both sides equal in length, the bar shaped steel clamping plate that are 90 degree, the steel plate cross-under of bolt and fixed form of bar shaped steel clamping plate.
As preferred scheme, the vertical separation of the visual template corner of 90 degree bar shaped steel clamping plate is set up, and each Corner clamp is symmetrical arranged.
The thickness of bar shaped steel clamping plate can be 5～8 millimeters, and width can be 13～18 centimetres, and the length of side is 2～6 times of width.
Along pasting the foam double-side adhesive tape in the corner of two template amalgamations, help fixed form better, improve the seal of seam crossing.
The length of side of 90 degree bar shaped steel clamping plate can be isometric, also can be not isometric.
The utility model adopts 90 degree steel plate anchor clamps on the horizontal main joist of hydraulic climbing formwork system, two large forms are effectively connected, and makes two 90 degree large forms form an integral body, has improved integral rigidity, the stability of hydraulic climbing formwork system greatly.Avoided wearing loss from the Luo pole pair to wearing the concrete magma that the gong bar causes, can also stop concrete magma to spill from post Angle formwork edge joint position, cause the concrete face to produce the phenomenon at honeycomb, the mashed angle of pitted skin post external corner, after soil is built and finished form removal with fixed attention, real in the outer light of pillar.
For further specifying design feature of the present utility model and effect, the utility model is further described below in conjunction with accompanying drawing.
Description of drawings
Fig. 1 is a kind of embodiment schematic diagram of the utility model.
Wherein, 1-template; The 2-skeleton steel plate; The 3-bolt; The 4-clamping plate; The 5-backing plate; 6-foam double-side adhesive tape.
The specific embodiment
Large form Corner clamp for building as shown in Figure 1, by template 1, the skeleton steel plate of fixed form 2 is formed, and it is that 5mm, both sides equal in length, corner are the bar shaped steel clamping plate 4 of 90 degree that the outer upper and lower end parts of the corner of two template amalgamations is respectively established a thickness.Bar shaped steel clamping plate width is 13 centimetres, and the length of side is 26 centimetres.
To wearing the steel plate 2 of bolt 3 cross-under bar shaped steel clamping plate 4, backing plate 5 and fixed form.
Foam double-side adhesive tape 6 is pasted in the corner of two template amalgamations, can prevent spillage.
The utility model has improved integral rigidity, the stability of hydraulic climbing formwork system greatly, can reduce the requirement of big mould mould material, increased the application life of large form, pasted double sided foam adhesive tape, the better concrete spillage problem that must avoid template stitching position place in template splicing place.
Certainly, those of ordinary skill in the art will be appreciated that, above embodiment is used for illustrating the utility model, and be not that conduct is to qualification of the present utility model, as long as in essential scope of the present utility model, all will drop in the scope of the utility model claims variation, the modification of the above embodiment.
Claims (5)
1. large form Corner clamp for building, comprise template, the skeleton steel plate of fixed form is characterized in that the outer upper and lower end parts of corner of two template amalgamations is respectively established a both sides equal in length, is the 90 bar shaped steel clamping plate of spending, the steel plate cross-under of bolt and fixed form of bar shaped steel clamping plate.
2. large form Corner clamp according to claim 1 is characterized in that the vertical separation of the visual template corner of 90 degree bar shaped steel clamping plate is set up, and each Corner clamp is symmetrical arranged.
3. large form Corner clamp according to claim 1 and 2, its feature: 5～8 millimeters of the thickness of bar shaped steel clamping plate, 13～18 centimetres of width, the length of side is 2～6 times of width.
4. large form Corner clamp according to claim 1, its feature: along pasting the foam double-side adhesive tape in the corner of two template amalgamations.
5. according to claim 1 or 3 described large form Corner clamps, its feature: the length of side of 90 degree bar shaped steel clamping plate is isometric or not isometric.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201912467U CN201125529Y (en) | 2007-11-16 | 2007-11-16 | Large template corner chucking appliance for building |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201912467U CN201125529Y (en) | 2007-11-16 | 2007-11-16 | Large template corner chucking appliance for building |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201125529Y true CN201125529Y (en) | 2008-10-01 |
Family
ID=39998999
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201912467U Expired - Lifetime CN201125529Y (en) | 2007-11-16 | 2007-11-16 | Large template corner chucking appliance for building |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201125529Y (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102071802A (en) * | 2011-01-24 | 2011-05-25 | 吴方伯 | Template for construction |
| CN102071796A (en) * | 2011-01-24 | 2011-05-25 | 吴方伯 | Template for construction |
| CN103669850A (en) * | 2013-12-06 | 2014-03-26 | 上海建工五建集团有限公司 | External corner template fixing device |
| CN104481138A (en) * | 2014-12-18 | 2015-04-01 | 浙江展诚建设集团股份有限公司 | Step joint type self-staggered joint external corner template |
| CN106499177A (en) * | 2016-12-09 | 2017-03-15 | 绍兴明煌建材科技有限公司 | The wooden model girth member and its construction method of a kind of post beam and post beam junction |
| CN111216230A (en) * | 2019-12-03 | 2020-06-02 | 三一筑工科技有限公司 | Double-skin wall supporting clamp and double-skin wall production method |
| CN111519894A (en) * | 2020-05-06 | 2020-08-11 | 安庆米锐智能科技有限公司 | Concrete placement encloses fender support steel form |
| CN113882667A (en) * | 2021-10-14 | 2022-01-04 | 陕西建工集团有限公司 | Combined mechanism of aluminum die and PC (polycarbonate) wallboard and mounting method |
-
2007
- 2007-11-16 CN CNU2007201912467U patent/CN201125529Y/en not_active Expired - Lifetime
Cited By (12)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102071802A (en) * | 2011-01-24 | 2011-05-25 | 吴方伯 | Template for construction |
| CN102071796A (en) * | 2011-01-24 | 2011-05-25 | 吴方伯 | Template for construction |
| CN102071802B (en) * | 2011-01-24 | 2013-09-25 | 吴方伯 | Template for construction |
| CN103669850A (en) * | 2013-12-06 | 2014-03-26 | 上海建工五建集团有限公司 | External corner template fixing device |
| CN103669850B (en) * | 2013-12-06 | 2016-01-13 | 上海建工五建集团有限公司 | A kind of fastening devices of external angle formwork |
| CN104481138A (en) * | 2014-12-18 | 2015-04-01 | 浙江展诚建设集团股份有限公司 | Step joint type self-staggered joint external corner template |
| CN106499177A (en) * | 2016-12-09 | 2017-03-15 | 绍兴明煌建材科技有限公司 | The wooden model girth member and its construction method of a kind of post beam and post beam junction |
| CN111216230A (en) * | 2019-12-03 | 2020-06-02 | 三一筑工科技有限公司 | Double-skin wall supporting clamp and double-skin wall production method |
| CN111216230B (en) * | 2019-12-03 | 2021-10-08 | 三一筑工科技股份有限公司 | Double-skin wall supporting clamp and double-skin wall production method |
| CN111519894A (en) * | 2020-05-06 | 2020-08-11 | 安庆米锐智能科技有限公司 | Concrete placement encloses fender support steel form |
| CN113882667A (en) * | 2021-10-14 | 2022-01-04 | 陕西建工集团有限公司 | Combined mechanism of aluminum die and PC (polycarbonate) wallboard and mounting method |
| CN113882667B (en) * | 2021-10-14 | 2022-11-22 | 陕西建工集团有限公司 | Combined mechanism of aluminum die and PC (polycarbonate) wallboard and mounting method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20081001 |