CN201050193Y - Beam formwork clamp - Google Patents
Beam formwork clamp Download PDFInfo
- Publication number
- CN201050193Y CN201050193Y CNU2007201099113U CN200720109911U CN201050193Y CN 201050193 Y CN201050193 Y CN 201050193Y CN U2007201099113 U CNU2007201099113 U CN U2007201099113U CN 200720109911 U CN200720109911 U CN 200720109911U CN 201050193 Y CN201050193 Y CN 201050193Y
- Authority
- CN
- China
- Prior art keywords
- tripod
- steel ring
- backstay
- anchor clamps
- montant
- 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
- 238000009415 formwork Methods 0.000 title description 2
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 20
- 239000010959 steel Substances 0.000 claims abstract description 20
- 238000010276 construction Methods 0.000 abstract description 3
- 230000002146 bilateral effect Effects 0.000 abstract 1
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 6
- 238000000034 method Methods 0.000 description 4
- 229910052742 iron Inorganic materials 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000002023 wood Substances 0.000 description 3
- 238000003466 welding Methods 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 1
- 230000007812 deficiency Effects 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
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 238000003908 quality control method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- -1 screw rod Substances 0.000 description 1
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a beam template anchor clamps, including the locating lever, be equipped with two tripods of bilateral symmetry on it, linked firmly a steel ring on the both ends point of tripod bottom respectively, the hole diameter of steel ring is greater than the outer diameter with the locating lever to be sliding connection with the locating lever, be equipped with positioning element on the steel ring, the utility model has the advantages of simple structure, easily operation, use nimble convenience and reinforce power well, the clamp of roof beam template is pressed from both sides tight in specially adapted industry, civil housing construction is used, still is applicable to the anchor clamps of templates such as building center pillar, wall and uses.
Description
Technical field
The utility model discloses a kind of beam forms anchor clamps, the clamping that is specially adapted to beam forms in industry, the civic building building is used, and also is applicable to the fixture application of templates such as building center pillar, wall.
Background technology
At present, in the housing construction process,, after the template for the treatment of beam, post, wall etc. installs, need wait and reinforce with steel tube fastener or the lumps of wood, screw rod, iron nail in order to prevent concrete in distortion such as the cross section structure of vibrate process central sill, post, wall etc.Its way is: elder generation is tentatively fixing with the other plate of beam, tightens one by one with steel tube fastener then to buckle, and is barricaded as triangular support bracket, also needs some the short lumps of wood, templates to reinforce, and shortcoming is complicated operating process, and consumptive material is bigger, thereby operating efficiency is reduced; And difficult quality control need expend more iron nail again, has increased engineering cost.Another kind of way adopts the lumps of wood, screw rod to reinforce, and this method is to wear screw rod in the middle of beam form, clamps by tightening up nut by the template of mountain type card with both sides again, its shortcoming is the too complex of constructing, consumptive material is bigger, and cross-sectional sizes be difficult to control, cause claim for eot.
The utility model content
The utility model is at the deficiencies in the prior art, and purpose is to provide a kind of simple in structure, easy operating, flexible and convenient to use and beam forms anchor clamps that reinforcement edge is good.
The purpose of this utility model is achieved in that a kind of beam forms anchor clamps, it is characterized in that: comprise backstay, which is provided with symmetrical two tripods, be fixed with a steel ring respectively on the two-end-point of tripod bottom, the diameter of bore of steel ring greater than with the external diameter of backstay, and with backstay for being slidingly connected, steel ring is provided with setting element.
The utility model further is set to: tripod comprises that cross bar and montant form the right angle, there is brace to constitute tripod again, cross bar parallels with backstay, the montant of left and right tripod constitutes square frame with backstay, construction formwork is beam forms for example, beam forms places in the square frame of two tripods formation, and the beam form base plate places on the backstay, and backstay has also played the effect of supporting baffle plate simultaneously.
The utility model further is set to again: tripod adopts square tube or angle bar to make.
Structure of the present utility model also include one tight step by step, tightly be installed in the outside of the montant of tripod step by step.After tripod and backstay are tentatively fixing with template, with this step by step tightly by the both sides montant that clamps tripod left and right sides mould side plate that further is fixedly clamped.
The utility model further is set to: described setting element is a butterfly screws.
Operating principle of the present utility model is: when cast-in-situ concrete beam or cylinder etc., the spacing of left and right sides tripod is good according to place template width adjustment, the hand-tight make-up butterfly screws makes tripod can stand on the backstay and fixes slightly then, the general tightly be stuck in the montant outside of left and right sides tripod step by step again, beat by hammer two tripods to be tightened up simultaneously and fastening place template.
In sum, adopt form clamp of the present utility model, have following advantage: this structure is not used iron nail, and template is lossless substantially, and can use repeatedly, has reduced cost, has played positive effect to preserving the ecological environment yet; The 2nd, this form clamp is simple in structure, is easy to make, and it is all convenient to install, dismantle, and each parts is durable in use after antirust processing; The 3rd, this form clamp rigidity is strong, good stability.
Below in conjunction with description of drawings and specific embodiment the utility model is further specified:
Description of drawings
Fig. 1 is an overall structure schematic diagram of the present utility model.
The specific embodiment
As shown in Figure 1, a kind of beam forms anchor clamps comprise backstay 1, which is provided with symmetrical two tripods 2, steel ring 3, setting element 4, tight step by step 5 parts such as grade.Tripod 2 is made up of cross bar 21, montant 22, brace 23, and cross bar 21 forms the right angle with montant 22.Cross bar 21 parallels with backstay 1, and montant 22 is vertical with backstay 1.The upper end of brace 23 is supported on the montant 22, and the bottom of lower end end points and montant 22 is on same horizontal linear.Montant 22a, the 22b of left and right two tripods 2 is parallel to each other and constitutes opening block form up with backstay 1.Each tripod 2 bottom all is fixed with two steel rings 3, the bottom of montant 22a, the 22b steel ring 3 that respectively is connected wherein, brace 23a, the bottom steel ring 3 that also respectively is connected.The mode that is connected of steel ring 3 adopts the electric welding welding.The diameter of bore of steel ring 3 greater than with the external diameter of backstay 1, to such an extent as to steel ring 3 is sliding connection with backstay 1.One side of steel ring 3 is provided with setting element 4, and setting element 4 adopts butterfly screws, when during use the butterfly screws hand-tight make-up being withstood backstay 1, can tripod 2 is upright and fixing slightly, and this is fixing not to influence tight step by step 5 and tightens up left and right sides tripod when beaing.Tight step by step 5 are installed in the montant 22a of tripod 2, the outside of 22b.The quantity of the steel ring 3 that each tripod 2 bottom is connected is advisable with two, also can be for more than two.Tripod 2 of the present utility model adopts square tube or angle bar material to make.
Claims (5)
1. beam forms anchor clamps, it is characterized in that: comprise backstay (1), which is provided with symmetrical two tripods (2), be fixed with a steel ring (3) respectively on the two-end-point of tripod (2) bottom, the diameter of bore of steel ring (3) greater than with the external diameter of backstay (1), and with backstay (1) for being slidingly connected, steel ring (3) is provided with setting element (4).
2. a kind of beam forms anchor clamps according to claim 1, it is characterized in that: tripod (2) comprises that cross bar (21) and montant (22) form the right angle, there is brace (23) to constitute tripod again, cross bar (21) parallels with backstay (1), and montant (22a), (22b) of left and right tripod (2) constitute square frame with backstay (1).
3. a kind of beam forms anchor clamps according to claim 2 is characterized in that: tripod (2) adopts square tube or angle bar to make.
4. a kind of beam forms anchor clamps according to claim 1 and 2 is characterized in that: also comprise one tight (5) step by step, tight (5) are installed in the montant (22a) of tripod (2), the outside of (22b) step by step.
5. a kind of beam forms anchor clamps according to claim 1 is characterized in that: described setting element (4) is a butterfly screws.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201099113U CN201050193Y (en) | 2007-06-01 | 2007-06-01 | Beam formwork clamp |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CNU2007201099113U CN201050193Y (en) | 2007-06-01 | 2007-06-01 | Beam formwork clamp |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN201050193Y true CN201050193Y (en) | 2008-04-23 |
Family
ID=39336677
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CNU2007201099113U Expired - Fee Related CN201050193Y (en) | 2007-06-01 | 2007-06-01 | Beam formwork clamp |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN201050193Y (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101519912A (en) * | 2008-12-29 | 2009-09-02 | 青建集团股份公司 | Jib-type beam template positioning clamp |
| CN103331811A (en) * | 2013-06-20 | 2013-10-02 | 许金锔 | Triangular clamping device for concrete formwork |
| CN103615107A (en) * | 2013-12-03 | 2014-03-05 | 绍兴县明煌建材科技有限公司 | Beam clamp and beam formwork construction method |
| CN104878952A (en) * | 2015-06-11 | 2015-09-02 | 昆山征途建筑模架应用技术有限公司 | Side mode stop blocks and method for reinforcing beam side templates by adopting side mode stop blocks |
| 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 |
| CN109294603A (en) * | 2018-10-11 | 2019-02-01 | 北京华泰焦化工程技术有限公司 | A kind of red burnt unloading unit for dry coke quenching equipment |
| CN111655819A (en) * | 2018-02-09 | 2020-09-11 | 住友重机械过程机器株式会社 | Push-out machine |
-
2007
- 2007-06-01 CN CNU2007201099113U patent/CN201050193Y/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101519912A (en) * | 2008-12-29 | 2009-09-02 | 青建集团股份公司 | Jib-type beam template positioning clamp |
| CN103331811A (en) * | 2013-06-20 | 2013-10-02 | 许金锔 | Triangular clamping device for concrete formwork |
| CN103615107A (en) * | 2013-12-03 | 2014-03-05 | 绍兴县明煌建材科技有限公司 | Beam clamp and beam formwork construction method |
| CN104878952A (en) * | 2015-06-11 | 2015-09-02 | 昆山征途建筑模架应用技术有限公司 | Side mode stop blocks and method for reinforcing beam side templates by adopting side mode stop blocks |
| CN111655819A (en) * | 2018-02-09 | 2020-09-11 | 住友重机械过程机器株式会社 | Push-out machine |
| 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 |
| CN109294603A (en) * | 2018-10-11 | 2019-02-01 | 北京华泰焦化工程技术有限公司 | A kind of red burnt unloading unit for dry coke quenching equipment |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20080423 Termination date: 20110601 |