CN202689545U - Steel-reinforced concrete beam template supporting device - Google Patents
Steel-reinforced concrete beam template supporting device Download PDFInfo
- Publication number
- CN202689545U CN202689545U CN 201220229401 CN201220229401U CN202689545U CN 202689545 U CN202689545 U CN 202689545U CN 201220229401 CN201220229401 CN 201220229401 CN 201220229401 U CN201220229401 U CN 201220229401U CN 202689545 U CN202689545 U CN 202689545U
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- steel
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- supporting device
- concrete beam
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Abstract
The utility model provides a steel-reinforced concrete beam template supporting device; the steel-reinforced concrete beam template supporting device consists of a plurality of supporting units which are arranged in parallel and at intervals, and a plurality of vertical rods; the supporting units are integrally buckled with the vertical rods by steel buckles; each supporting unit comprises two steel frames, a joist, two first transition parts, a second transition part, two supporting vertical rods, two top supports, a plurality of horizontal rods, a press rod, and a plurality of steel pipe buckles. The supporting device provided by the utility model is simple in structure and convenient to install and operate, and supports a side template of the beam by using the steel frames, so that the damage on a formed steel construction caused by fixing the side template of the beam by using split bolts in the existing steel-reinforced concrete beam template supporting device is avoided.
Description
[technical field]
The utility model relates to a kind of concrete beam mould board support device, relates in particular to a kind of steel framed concrete beam mould plate supporting device.
[background technology]
In modern construction engineering, because the steel reinforced concrete bearing capacity is high, and in Practical Project, use more and more.Steel reinforced concrete has deadweight and the characteristics such as working load is large, reinforcing bar is intensive, side template bears newly placed concrete lateral pressure is large, side template strengthening is difficult.
The Chinese patent application that on October 27th, 2010 is disclosed, publication number is CN201614738U (patent No. is 200920238213.2) " a kind of steel reinforced concrete transfer beam form assembly bracing or strutting arrangement ", this device mainly comprises a shaped steel, lay respectively at two side templates of described shaped steel both sides and be positioned at a beam bottom mother plate of described shaped steel below, this device is to utilize split bolt to pass shaped steel, two steel pipes and junction button are set, by the side template location tension with both sides of split bolt, two steel pipe and junction button in the split bolt end.This device need to pass through for split bolt in the web boring of shaped steel in when construction, complicated construction technique and can cause breakage to formed steel construction.
[utility model content]
Technical problem to be solved in the utility model is to provide a kind of steel framed concrete beam mould plate supporting device, simple structure, fitting operation are convenient, when having avoided existing steel framed concrete beam mould plate supporting device to adopt split bolt clamped beam side template to the destruction of formed steel construction.
The utility model solves the problems of the technologies described above by the following technical programs: a kind of steel framed concrete beam mould plate supporting device, comprise a shaped steel, lay respectively at two side templates of described shaped steel both sides and be positioned at a beam bottom mother plate of described shaped steel below, the cross section of described shaped steel has a vertical edge, this bracing or strutting arrangement also comprises support unit and a plurality of longitudinal rod that plurality of parallel and interval arrange, and each described support unit is all by steel tube fastener and longitudinal rod snapping; Every described support unit includes two steelframes, a joist, two First Transition parts, one second transition member, two supported rod erectings, two jackings, complex root transverse bar, a depression bar and a plurality of steel tube fastener; Two described steelframes lay respectively at the lateral surface of two side templates and be arranged in parallel with this side template; Described joist is positioned at the below of beam bottom mother plate and perpendicular to the vertical edge of described shaped steel, and the two ends, the left and right sides of this joist by steel tube fastener respectively with two steelframe snappings; Every described First Transition parts all are vertical between a steelframe and the side template corresponding with this steelframe; Described the second transition member is located between beam bottom mother plate and the joist, and perpendicular with this joist; Two described supported rod erectings lay respectively at the below of two steelframes; Every described jacking all has a supporting plate and a screw rod, and described joist is arranged on this supporting plate, and described screw rod places the top of a supported rod erecting; Described complex root transverse bar is positioned at the below of joist, and each described transverse bar space arranges and be all parallel with joist, and the two ends, the left and right sides of every described transverse bar all by steel tube fastener respectively with two supported rod erecting snappings; Described depression bar is parallel to be located between joist and the described complex root transverse bar, and the two ends, the left and right sides of this depression bar are buckled in respectively the bottom of two steelframes by steel tube fastener.
Preferably, it is interior stupefied that every described First Transition parts all comprise a plurality of from top to bottom side forms parallel and horizontally set.
Preferably, it is interior stupefied that described the second transition member comprises a plurality of from left to right bed dies parallel and vertical setting.
The beneficial effects of the utility model are: the support unit that is arranged by plurality of parallel and interval forms integral body by steel tube fastener and a plurality of longitudinal rod snapping and consists of the steel framed concrete beam mould plate supporting device, and every described support unit includes two steelframes, a joist, two First Transition parts, one second transition member, two supported rod erectings, two jackings, complex root transverse bar, a depression bar and a plurality of steel tube fastener; The utility model simple structure, fitting operation are convenient, and adopt steelframe brace summer side template, when having avoided existing steel framed concrete beam mould plate supporting device to adopt split bolt clamped beam side template to the destruction of formed steel construction.
[description of drawings]
The utility model will be further described in conjunction with the embodiments with reference to the accompanying drawings.
Fig. 1 is the sectional elevation of a kind of steel framed concrete beam mould plate supporting device of the utility model.
Fig. 2 is the structural representation of steelframe in the utility model.
Fig. 3 is the structural representation of jacking in the utility model.
[specific embodiment]
See also Fig. 1, a kind of steel framed concrete beam mould plate supporting device, the support unit 4 and a plurality of longitudinal rods 5 that comprise a shaped steel 1, lay respectively at two side templates 2 of described shaped steel 1 both sides, a beam bottom mother plate 3 that is positioned at described shaped steel 1 below, plurality of parallel and interval arrange, each described support unit is all by steel tube fastener and longitudinal rod snapping.The cross section of described shaped steel has a vertical edge; Every described support unit 4 includes two steelframes 41, a joist 42, two First Transition parts 43, one second transition member 44, two supported rod erectings 45, two jackings 46, complex root transverse bar 47, a depression bar 48 and a plurality of steel tube fastener 49.Two described steelframes 41 lay respectively at the lateral surface of two side templates 2 and be arranged in parallel with this side template 2; Whenever this steelframe 41 includes two vertical edges 411, plurality of parallel and the interval that are parallel to each other and is located at horizontal edge 412 between two vertical edges 411.
Please consult again Fig. 1-2, described joist 42 is positioned at the below of beam bottom mother plate 3 and perpendicular to the vertical edge 11 of described shaped steel 1, and the two ends, the left and right sides of this joist 42 by steel tube fastener 49 respectively with two steelframes, 41 snappings, namely the left end of this joist 42 is buckled in two vertical edges 411 of the steelframe 41 that is positioned at joist 42 left ends by steel tube fastener 49, and the right-hand member of this joist 42 is buckled in two vertical edges 411 of the steelframe 41 that is positioned at joist 42 right-hand members by steel tube fastener 49.Described joist 42 is positioned at the below of beam bottom mother plate 3 and perpendicular to the vertical edge 11 of described shaped steel 1, and the two ends, the left and right sides of this joist 42 by steel tube fastener 49 respectively with the design of two steelframes, 41 snappings, can effectively prevent side template 2 lower deformation and displacement.
Please consult again Fig. 1, every described First Transition parts 43 all are vertical between a steelframe 41 and the side template 2 corresponding with this steelframe 41, and every described First Transition parts 43 all comprise in the side form of a plurality of from top to bottom parallel and horizontally sets stupefied 431, it is stupefied in the described side form that to can be rectangle wood stupefied, be convenient to side form be solid in stupefied in the side form on.Described the second transition member 44 is located between beam bottom mother plate 3 and the joist 42, and perpendicular with this joist 42, and described the second transition member 44 comprises in the bed dies of a plurality of from left to right parallel and vertical settings stupefied 441, and stupefied in the bed die to can be rectangle wood stupefied, be convenient to bed die be solid in stupefied in the bed die on.The setting of described First Transition parts 43 and the second transition member 44 can improve the integral rigidity of beam forms (being side template 2 and beam bottom mother plate 3).
Please consult Fig. 1 or Fig. 3, two described supported rod erectings 45 lay respectively at the below of two steelframes 41 again; Every described jacking 46 all has a supporting plate 461 and a screw rod 462, and described joist 42 is arranged on the supporting plate of two jackings 46, and every described screw rod all places the top of a supported rod erecting 45.Described complex root transverse bar 47 is positioned at the below of joist 42, each described transverse bar 47 space arranges and is all parallel with joist 42, and the two ends, the left and right sides of every described transverse bar 47 all by steel tube fastener 49 respectively with two supported rod erectings, 45 snappings, described a plurality of transverse bars 47 and supported rod erecting 45 is mutually vertical.
Described depression bar 48 parallel being located between joist 42 and the described complex root transverse bar 47, and the two ends, the left and right sides of this depression bar 48 are buckled in respectively the bottom of two steelframes 41 by steel tube fastener 49, make the horizontal pull F1 of joist 42 generations and the pressure F2 of depression bar 48 generations form couple M, the moment of flexure of balanced support arm (it is support arm that steelframe 41 is positioned at the part of joist more than 42) prevents that side template 2 from deforming, displacement.
The utility model adopts steelframe 41 brace summer side templates 2, when having avoided existing steel framed concrete beam mould plate supporting device to adopt split bolt clamped beam side template 2 to shaped steel 1 structural damage, the utility model simple structure, fitting operation conveniently are conducive to improve the construction quality of steel framed concrete beam.
Claims (3)
1. steel framed concrete beam mould plate supporting device, comprise a shaped steel, lay respectively at two side templates of described shaped steel both sides and be positioned at a beam bottom mother plate of described shaped steel below, the cross section of described shaped steel has a vertical edge, it is characterized in that: this bracing or strutting arrangement also comprises support unit and a plurality of longitudinal rod that plurality of parallel and interval arrange, and each described support unit is all by steel tube fastener and longitudinal rod snapping; Every described support unit includes two steelframes, a joist, two First Transition parts, one second transition member, two supported rod erectings, two jackings, complex root transverse bar, a depression bar and a plurality of steel tube fastener; Two described steelframes lay respectively at the lateral surface of two side templates and be arranged in parallel with this side template; Described joist is positioned at the below of beam bottom mother plate and perpendicular to the vertical edge of described shaped steel, and the two ends, the left and right sides of this joist by steel tube fastener respectively with two steelframe snappings; Every described First Transition parts all are vertical between a steelframe and the side template corresponding with this steelframe; Described the second transition member is located between beam bottom mother plate and the joist, and perpendicular with this joist; Two described supported rod erectings lay respectively at the below of two steelframes; Every described jacking all has a supporting plate and a screw rod, and described joist is arranged on this supporting plate, and described screw rod places the top of a supported rod erecting; Described complex root transverse bar is positioned at the below of joist, and each described transverse bar space arranges and be all parallel with joist, and the two ends, the left and right sides of every described transverse bar all by steel tube fastener respectively with two supported rod erecting snappings; Described depression bar is parallel to be located between joist and the described complex root transverse bar, and the two ends, the left and right sides of this depression bar are buckled in respectively the bottom of two steelframes by steel tube fastener.
2. a kind of steel framed concrete beam mould plate supporting device as claimed in claim 1 is characterized in that: every described First Transition parts all comprise in the side forms of a plurality of from top to bottom parallel and horizontally sets stupefied.
3. a kind of steel framed concrete beam mould plate supporting device as claimed in claim 1 is characterized in that: described the second transition member comprises in the bed dies of a plurality of from left to right parallel and vertical settings stupefied.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220229401 CN202689545U (en) | 2012-05-21 | 2012-05-21 | Steel-reinforced concrete beam template supporting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220229401 CN202689545U (en) | 2012-05-21 | 2012-05-21 | Steel-reinforced concrete beam template supporting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202689545U true CN202689545U (en) | 2013-01-23 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220229401 Expired - Fee Related CN202689545U (en) | 2012-05-21 | 2012-05-21 | Steel-reinforced concrete beam template supporting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202689545U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437145A (en) * | 2016-09-18 | 2017-02-22 | 江苏南通三建集团股份有限公司 | Beam side form strengthening system with no tie bolts |
| CN113103429A (en) * | 2021-04-15 | 2021-07-13 | 中国建筑第八工程局有限公司 | Prefabricated node mould of assembled steel-concrete mixed frame structure and production method |
-
2012
- 2012-05-21 CN CN 201220229401 patent/CN202689545U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106437145A (en) * | 2016-09-18 | 2017-02-22 | 江苏南通三建集团股份有限公司 | Beam side form strengthening system with no tie bolts |
| CN106437145B (en) * | 2016-09-18 | 2019-08-02 | 江苏南通三建集团股份有限公司 | A kind of side template reinforcement system of no split bolt |
| CN113103429A (en) * | 2021-04-15 | 2021-07-13 | 中国建筑第八工程局有限公司 | Prefabricated node mould of assembled steel-concrete mixed frame structure and production method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130123 Termination date: 20190521 |