CN105386596A - Template mounting and reinforcing device - Google Patents
Template mounting and reinforcing device Download PDFInfo
- Publication number
- CN105386596A CN105386596A CN201510821174.9A CN201510821174A CN105386596A CN 105386596 A CN105386596 A CN 105386596A CN 201510821174 A CN201510821174 A CN 201510821174A CN 105386596 A CN105386596 A CN 105386596A
- Authority
- CN
- China
- Prior art keywords
- template
- steel pipes
- steel pipe
- mountain
- reinforcing device
- 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.)
- Pending
Links
Abstract
The invention relates to a template mounting and reinforcing device. The template mounting and reinforcing device comprises a template, steel pipes, screw rods, mountain-shaped clamps and screw caps, wherein two parallel steel pipes are respectively arranged at the two sides of the template; the steel pipes at the two sides of the template are connected through the screw rods, the mountain-shaped clamps and the screw caps; and the two ends of two steel pipes at the same side of the template are fixedly connected. The middle parts of two steel pipes at the same side of the template are also fixedly connected. The template mounting and reinforcing device improves a traditional single steel pipe to double steel pipes, and the double steel pipes are connected through the screw rods, the mountain-shaped clamps and the screw caps to form a template reinforcing system, so that the problems of difficult installation, easy falling of the steel pipes and waste sale in a traditional shaped template reinforcing system, the installation is simple, safe and reliable, the purposes of material saving and energy saving are achieved, and the engineering benefit is wholly increased.
Description
Technical field
The present invention relates to measurement mechanism and the measuring method of horizontal absolute altitude in a kind of building operations.
Background technology
In traditional work progress, in outer wall template and fine strain of millet side template strengthening process, because need two steel pipes do not associated and reinforced by screw rod, mountain type card, nut together, in carpenter's formwork reinforcement process, as easy as rolling off a log generation steel pipe comes off hidden danger, cause falling object from high altitude phenomenon, very easily security incident occurs.In the engineering later stage, projects often there is the steel pipe being less than 1m cannot return leasing company, or in the leftover bits and pieces of steel bar meter generation, a lot of long reinforcing bar at about 1 meter diameter more than 20.Can only sell at a low price as waste material.Uneconomical economically.
Summary of the invention
The problem to be solved in the present invention is to provide a kind of simple and can guarantee measurement mechanism and the measuring method of horizontal absolute altitude in the accurate building operations of measurement result.
For solving the problems of the technologies described above, model sheetinstallat bracing means of the present invention, comprise template, steel pipe, screw rod, mountain type card and nut, described template both sides respectively arrange two parallel steel pipes, and the steel pipe of template both sides is connected with nut by screw rod, mountain type card, and the two ends of two steel pipes of described template the same side are fixedly connected with.
The middle part of two steel pipes of described template the same side is also fixedly connected with.
The present invention, by the improvement to existing single steel pipe, forms two steel pipe, by screw rod, mountain type card, nut connects, form formwork reinforcement system, overcome traditional typified form reinforcement system and install difficulty, steel pipe easily comes off, and the problem that waste material is sold cheap, install simple, safe and reliable, reach saving material, the object of energy conservation, improves project benefit on the whole.
Accompanying drawing explanation
Below in conjunction with the drawings and specific embodiments, the present invention is further detailed explanation.
Fig. 1 is the structural representation of two steel pipes of model sheetinstallat bracing means of the present invention.
Fig. 2 be two steel pipe longer time structural representation.
Fig. 3 is the sectional view that model sheetinstallat bracing means of the present invention is applied in girder construction.
Fig. 4 is the elevation that model sheetinstallat bracing means of the present invention is applied in girder construction.
Fig. 5 is the sectional view that model sheetinstallat bracing means of the present invention is applied on exterior wall.
Fig. 6 is the elevation that model sheetinstallat bracing means of the present invention is applied on exterior wall.
Detailed description of the invention
As depicted in figs. 1 and 2, model sheetinstallat bracing means of the present invention, comprise template 1, steel pipe 2, screw rod 3, mountain type card 4 and nut 5, template 1 both sides respectively arrange two parallel steel pipes 2, and the steel pipe 2 of template 1 both sides is connected with nut 5 by screw rod 3, mountain type card 4, and the two ends of two steel pipes 2 of template 1 the same side are connected by full weld point 6.The lumps of wood 7 is set between two steel pipe and template.
Two steel pipe also usable diameter is greater than the bi-steel replacement of 20mm.
Two steel pipe diameter 12mm reinforcing bar full welds; If two steel pipe length are less than 1 meter, with reinforcement welding steel pipe top, the end of more than diameter 12mm, if be greater than one meter, with bar connecting steel pipe top, the end of more than diameter 12mm, middle part; Be advisable with 50mm in connecting reinforcement distance end; In two steel pipes, spacing is 18mm to 25mm, is advisable can put on Screw arbor with nut at both-ends.After engineering terminates, in the light of actual conditions, two steel pipe can excise connecting reinforcement, and polishing tie point place, becomes two steel pipes do not associated.
The two steel pipe of the present invention is improvement to original formwork reinforcement system and extension.Unwrapping wire, join mould at the end of, after determining split bolt position, jewel hole, sleeve pipe, wears split bolt.Then install two steel pipe, mountain type card, nut is reinforced.Add support system.
Implementation process is as described below:
1, see figures.1.and.2, building site is less than the steel pipe of 1 meter, reinforcing bar waste material or according to actual needs, determining that outer wall template is reinforced needs actual steel pipe amount, processes as required.Connecting reinforcement needs full weld on Steel Tube Joint.
2, for beam, with reference to Fig. 3 and Fig. 4, join after mould terminates, determine Screw arbor with nut at both-ends position, jewel hole, cover pvc pipe, after wearing split bolt.Two steel pipe is installed, mountain type card is installed, nut.Correct.
3, for exterior wall, join after mould terminates with reference to Fig. 5 and Fig. 6, determine Screw arbor with nut at both-ends position, jewel hole, cover pvc pipe, after wearing split bolt.Two steel pipe is installed, mountain type card is installed, nut.Correct.
Claims (2)
1. a model sheetinstallat bracing means, comprise template, steel pipe, screw rod, mountain type card and nut, described template both sides respectively arrange two parallel steel pipes, the steel pipe of template both sides is connected with nut by screw rod, mountain type card, it is characterized in that: the two ends of two steel pipes of described template the same side are fixedly connected with.
2., according to horizontal absolute altitude pilot measurement device according to claim 1, it is characterized in that: the middle part of two steel pipes of described template the same side is also fixedly connected with.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510821174.9A CN105386596A (en) | 2015-11-23 | 2015-11-23 | Template mounting and reinforcing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510821174.9A CN105386596A (en) | 2015-11-23 | 2015-11-23 | Template mounting and reinforcing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105386596A true CN105386596A (en) | 2016-03-09 |
Family
ID=55419316
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510821174.9A Pending CN105386596A (en) | 2015-11-23 | 2015-11-23 | Template mounting and reinforcing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105386596A (en) |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201605801U (en) * | 2010-02-09 | 2010-10-13 | 广东浩和建筑有限公司 | Fair-faced concrete wall template system |
| CN202000662U (en) * | 2011-01-27 | 2011-10-05 | 中建三局建设工程股份有限公司 | System for reinforcing profile steel concrete column template |
| CN202194372U (en) * | 2011-04-13 | 2012-04-18 | 中化二建集团有限公司 | All-steel template for building construction |
| CN203547123U (en) * | 2013-09-11 | 2014-04-16 | 中国华冶科工集团有限公司 | Supporting device for deformation joint template |
| CN203755662U (en) * | 2014-03-25 | 2014-08-06 | 中国建筑第四工程局有限公司 | Split fixing device for beam column form |
-
2015
- 2015-11-23 CN CN201510821174.9A patent/CN105386596A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201605801U (en) * | 2010-02-09 | 2010-10-13 | 广东浩和建筑有限公司 | Fair-faced concrete wall template system |
| CN202000662U (en) * | 2011-01-27 | 2011-10-05 | 中建三局建设工程股份有限公司 | System for reinforcing profile steel concrete column template |
| CN202194372U (en) * | 2011-04-13 | 2012-04-18 | 中化二建集团有限公司 | All-steel template for building construction |
| CN203547123U (en) * | 2013-09-11 | 2014-04-16 | 中国华冶科工集团有限公司 | Supporting device for deformation joint template |
| CN203755662U (en) * | 2014-03-25 | 2014-08-06 | 中国建筑第四工程局有限公司 | Split fixing device for beam column form |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN107503473A (en) | A kind of tool-type rectangular column steel bar positioning fixture | |
| CN203475806U (en) | Tool type anchoring bolt assembly used for fixing shape steel cantilever beam in construction sites | |
| CN208733666U (en) | A kind of fixing bolt preformed hole template tool | |
| CN204475533U (en) | Built-in fitting high-accuracy mounting device in a kind of concrete | |
| CN203361603U (en) | Detachable anchoring part of building-type steel beam overhanging scaffold | |
| CN201401010Y (en) | Fixing device for preset nut type steel reinforced concrete combined column template | |
| CN203487639U (en) | Device for precisely pre-burying and fixing steelwork column anchor bolts | |
| CN105386596A (en) | Template mounting and reinforcing device | |
| CN102926554A (en) | Steel hanging seat template supports and construction method thereof | |
| CN211258625U (en) | Tunnel secondary lining platform truck end template | |
| CN104278668B (en) | The syndeton of a kind of embedded iron parts and dowel | |
| CN204266572U (en) | Scaffold wall connecting piece | |
| CN204152198U (en) | A kind of vault building construction steel arch tire and braced structures | |
| CN202611223U (en) | Recyclable bolt type scaffold wall connection piece | |
| CN206541411U (en) | A kind of detection prior-warning device of cantilever pouring construction bridges Hanging Basket anchor system | |
| CN202689558U (en) | T-shaped adjustable split screw bolt | |
| CN104880139A (en) | Reinforcing steel bar inner arc radius measuring scale | |
| CN102995890A (en) | Scaffold hard tying device capable of realizing efficient recycling | |
| CN204342302U (en) | For the tower machine attachment changed course bracing or strutting arrangement be arranged in parallel | |
| CN204139334U (en) | Girder steel and steel column weld temporary connecting structure entirely | |
| CN111236626A (en) | Side wall unilateral template support system combining composite fiber template and steel truss | |
| CN202488064U (en) | Detachable through-wall pipeline protecting device | |
| CN206830188U (en) | Just prop up two lining contact measurement apparatus in tunnel | |
| CN212535053U (en) | Side wall unilateral template support system combining composite fiber template and steel truss | |
| CN204456449U (en) | A kind of simple and easy callable pre-buried wall-connecting piece |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20160309 |
|
| RJ01 | Rejection of invention patent application after publication |