CN106382007A - Template supporting system for construction - Google Patents
Template supporting system for construction Download PDFInfo
- Publication number
- CN106382007A CN106382007A CN201610990119.7A CN201610990119A CN106382007A CN 106382007 A CN106382007 A CN 106382007A CN 201610990119 A CN201610990119 A CN 201610990119A CN 106382007 A CN106382007 A CN 106382007A
- Authority
- CN
- China
- Prior art keywords
- screw mandrel
- aluminum alloy
- regulation screw
- distracted
- vertical
- 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
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Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a template supporting system for construction, which comprises a vertical supporting system and an inclined supporting system. The vertical supporting system comprises an aluminum template which is closely connected with a wall body, a plurality of groups of horizontal back ribs that are parallel with each other are clamped and arranged at the back part of the aluminum template, a plurality of groups of vertical back ribs that are parallel with each other are clamped and arranged at back parts of the horizontal back ribs, and weld square tubes are arranged at the gap between the aluminum template and the vertical back rib. The inclined supporting system comprises two support rods that are identical in the structure, the support rods are hollow adjusting threaded connecting rods with adjusting holes formed in the middle, an upper adjusting screw rod is in threaded connection with the upper part of the hollow adjusting threaded connecting rod, and a lower adjusting screw rod is in threaded connection with the lower part of the hollow adjusting threaded connecting rod. The template supporting system is simple to operate and easy to disassemble, effectively improves the construction progress and quality, occupies a small working face, can be recycled, and is worthy of being widely used in the construction field.
Description
Technical field
The invention belongs to construction engineering technical field is and in particular to a kind of formwork bracing system for building.
Background technology
At present, in architectural engineering, under each factor restriction, engineering site needs are led to be constructed in night, underground, its
In when being arranged to formboard supporting rod, because night lighting is not enough, rather dark, the height of support bar is difficult to accurately control
System.Furthermore, support bar is limited by length of steel pipe and the fettering, when length of steel pipe and building storey height not phase of building storey height
Fu Shi, then need to carry out steel pipe splicing, have impact on the holistic resistant behavior of support bar, reduce efficiency of construction, and recycling rate of waterused
Low, low in economic efficiency.
Aluminum alloy mould plate because having that lightweight, high recycling rate, recovery value are high, environmental suitability is strong, fire line is good,
Many advantages, such as manually simple to operate, efficiency high, cycle is short, it is widely used.With modern building technology and aluminum processing technology
Progress, aluminum alloy mould plate had become as the main flow direction of current building trade application development.
After the completion of aluminum alloy building template is with bearing diagonal splicing operation, need to pour coagulation between two-layer aluminum alloy pattern plate
Soil, during pouring due to aluminum alloy mould plate be subject to impact can continuous earthquake motion, lead to adjacent aluminum alloy mould plate mutual it
Between be shifted over, have impact on the flatness of metope.Aluminum alloy mould plate bottom stress is maximum, also easily produces flexural deformation, in the past
Method be to be supported with large-scale monocline, this support is taken up an area big, heavier, leads to installation and removal all inconvenient and large-scale
Bearing diagonal one end fixes on the ground, is fixed by bolts to ground, has certain potential safety hazard, and one end is fixed in square tube, peace
Assembly and disassembly are unloaded and are all more bothered.
Content of the invention
In order to overcome the shortcomings of described in background technology, the invention provides a kind of formwork bracing system for building, this is
System solves the problems, such as that during casting concrete, aluminum alloy mould plate is easily because movement in positioning shakiness, light weight in use,
Possess stronger enabling capabilities, manually simple to operate, installation effectiveness is high, can meet the needs of current construction market.
The technical solution adopted for the present invention to solve the technical problems is：
A kind of formwork bracing system for building, is supported with vertical including perpendicular to the vertical support system of construction wall and one end
The inclined shore system that system connects and the other end is connected with ground；Described vertical support system includes closely connecting with body of wall
The aluminum alloy pattern plate connecing, aluminum alloy pattern plate includes work surface and supporting surface, and work surface is smooth structure it is ensured that the wall leveling that pours out
Smooth, it is easy to later stage finishing, supporting surface is the back of aluminum alloy pattern plate, and aluminum alloy pattern plate back is folded with multigroup horizontal back of the body being parallel to each other
Distracted, it is distracted that the distracted back of the horizontal back of the body is folded with multigroup perpendicular back of the body being parallel to each other, and the perpendicular back of the body is distracted to be connected with aluminum alloy pattern plate by connecting bolt, by horizontal stroke
The distracted connection one stable system of composition that intersects of the distracted and perpendicular back of the body of the back of the body it is ensured that uniform force, meanwhile, aluminum alloy pattern plate with erect carry on the back distracted it
Between gap be provided with weldering side lead to, reduce aluminum alloy pattern plate tension, anti-pressure ability, so that aluminum alloy pattern plate stress is reached on perpendicular back cord, reduce
Aluminum alloy pattern plate spoilage, cost-effective.
Described inclined shore system includes two consistent support bars of structure, and the bottom of two support bars is both connected to together
In one support base, one of supporting bar top connects the distracted upper part of the perpendicular back of the body, and it is distracted that another supporting bar top connects the perpendicular back of the body
Lower part；Described support bar is the hollow regulation threaded rod that middle part is provided with adjustment hole, in hollow regulation threaded rod
Part silk connects regulation screw mandrel, and hollow regulation threaded rod bottom sub-wire connects lower regulation screw mandrel, during actual installation, only needs
Can achieve support effect by screw mandrel and lower regulation screw mandrel are adjusted on adjustment, convenient to operation, and the matter of support bar
Amount is relatively light, supports the distracted upper and bottom section of the perpendicular back of the body respectively by two support bars, and intensity is high, can reach in actual production
To preferable support effect, it is prevented effectively from body of wall.
Described upper regulation screw mandrel plan vertical fixes a connected structure, and connected structure includes flat board and plugboard, institute
The plate welding stated is in upper regulation screw mandrel top and vertical with upper regulation screw mandrel, and plugboard is fixed on the upper end of flat board, grafting
It is provided with pin-and-hole in the middle part of part on plate and inserts metal round pin, plugboard upper end is smooth arc surface；By on connected structure
The attachment structure realized on distracted with the perpendicular back of the body of plugboard is connected, whole grafting process safety is quick, greatly improves to install and imitates
Rate, the smooth arc surface in plugboard upper end ensures that this structure is not in phase attrition in relative rotational motion between distracted with the perpendicular back of the body
Situation about damaging, improves the service life of this device.
Described lower regulation screw mandrel bottom is connected with horizontal support base by lower connecting plate, the lower regulation of two support bars
Screw mandrel is all connected with same support base, and support base is fixed on the ground by fixing device, and support base can be according to reality
Need to adjust its position, more convenient quick in actually used and operation.
Preferably, the thread rotary orientation on described upper regulation screw mandrel and lower regulation screw mandrel is contrary, and one for left-handed one is
Dextrorotation, can adjust screw mandrel and lower regulation screw mandrel in actual use simultaneously in different directions, quick for installation.
Preferably, the material of described vertical support system and inclined shore system is aluminum alloy materials, and aluminium alloy is close
Degree is low, but intensity is higher, and near or above high-quality steel, plasticity is good, can be processed into various section bars.
It is an advantage of the invention that：Regulation screw mandrel and lower regulation screw mandrel, upper regulation are connected by hollow regulation threaded rod silk
Screw mandrel and lower regulation screw mandrel stretch and realize the substantial distance control of support bar；Carry on the back the distracted and distracted connection group that intersects of the perpendicular back of the body by horizontal
Become a stable system it is ensured that uniform force；Meanwhile, aluminum alloy pattern plate and the perpendicular back of the body distracted between to be provided with weldering side logical for gap, subtract
Little aluminum alloy pattern plate tension, anti-pressure ability, make aluminum alloy pattern plate stress reach on perpendicular back cord, reduce aluminum alloy pattern plate spoilage, cost-effective, effectively
Avoid body of wall run-off the straight；Simple to operate, easy to disassemble, effectively improve progress and the quality of construction, take live work
Make that face is little to be can be recycled, be worth being widely popularized use in building field.
Brief description
Fig. 1 is the structural representation of the present invention；
Fig. 2 is the structural representation of support bar；
Fig. 3 is the structural representation that upper regulation screw mandrel top is connected with connected structure.
In figure symbol description：1st, aluminum alloy pattern plate；2nd, the horizontal back of the body is distracted；3rd, erect the back of the body distracted；4th, weldering side leads to；5th, hollow regulation threaded rod；
6th, upper regulation screw mandrel；7th, lower regulation screw mandrel；8th, connected structure；9th, flat board；10th, plugboard；11st, arc surface；12nd, horizontal support bottom
Seat.
Specific embodiment
Below in conjunction with accompanying drawing, the present invention is further illustrated：
As shown in figure 1, being a kind of formwork bracing system for building of the present invention, including vertical perpendicular to construction wall
Support system and the inclined shore system that one end is connected with vertical support system and the other end is connected with ground, in order to ensure to be subject to
Power uniformly, reduces aluminum alloy pattern plate tension, anti-pressure ability, and described vertical support system includes the close-connected aluminum alloy pattern plate 1 with body of wall,
Aluminum alloy pattern plate 1 back is folded with multigroup horizontal back of the body distracted 2 being parallel to each other, and it is distracted that distracted 2 backs of the horizontal back of the body are folded with multigroup perpendicular back of the body being parallel to each other
3, the perpendicular back of the body distracted 3 is connected with aluminum alloy pattern plate 1 by connecting bolt；Gap between aluminum alloy pattern plate 1 and the perpendicular back of the body distracted 3 is provided with weldering side and leads to 4,
Weldering side leads to 4 and can reduce aluminum alloy pattern plate 1 tension, anti-pressure ability, so that aluminum alloy pattern plate 1 stress is reached on perpendicular back cord 3, reduces aluminum alloy pattern plate 1
Spoilage, saves production cost.
Inclination as shown in Fig. 2 in order to realize preferable support effect, convenient to operation, it is to avoid body of wall tilts, described
Support system includes two consistent support bars of structure, and described support bar is the hollow regulation screw thread that middle part is provided with adjustment hole
Connecting rod 5, hollow regulation threaded rod 5 top sub-wire connects regulation screw mandrel 6, and hollow regulation threaded rod 5 bottom sub-wire connects downward
Section screw mandrel 7.
As shown in figure 3, in order to realize preferable grafting with the perpendicular back of the body distracted 3 in installation process, keeping away in actual use
Exempt to occur mutually to wear and tear with the perpendicular back of the body distracted 3, described upper regulation screw mandrel 6 plan vertical fixes a connected structure 8, connected structure 8
Including flat board 9 and plugboard 10, described flat board 9 is welded in regulation screw mandrel 6 top and vertical with upper regulation screw mandrel 6, slotting
Fishplate bar 10 is fixed on the upper end of flat board 9, is provided with pin-and-hole and inserts metal round pin, on plugboard 10 in the middle part of part on plugboard 10
Hold as smooth arc surface 11.
It is as shown in figure 1, adjust the position of the lower regulation screw mandrel 7 of two support bars for convenience simultaneously, quick and easy for installation,
Reach preferable support effect, described lower regulation screw mandrel 7 bottom is connected with horizontal support base 12 by lower connecting plate simultaneously.
In order to adjust upper regulation screw mandrel 6 and lower regulation screw mandrel 7 in actual use in different directions simultaneously,
Quick for installation, the thread rotary orientation on described upper regulation screw mandrel 6 and lower regulation screw mandrel 7 is contrary, and one is left-handed one is dextrorotation.
The intensity overall in order to improve this support system, and reduce the quality of this support system, in workman's work progress
More convenient quick, the material of described vertical support system and inclined shore system is aluminum alloy materials.
Finally it should be noted that：Obviously, above-described embodiment is only intended to clearly illustrate example of the present invention, and simultaneously
The non-restriction to embodiment.For those of ordinary skill in the field, can also do on the basis of the above description
Go out change or the variation of other multi-forms.There is no need to be exhaustive to all of embodiment.And thus drawn
Obvious change that Shen goes out or change among still in protection scope of the present invention.
Claims (3)
1. a kind of formwork bracing system for building, is propped up with vertical including perpendicular to the vertical support system of construction wall and one end
Support system connects and the inclined shore system that is connected with ground of the other end is it is characterised in that described vertical support system bag
Include the close-connected aluminum alloy pattern plate with body of wall, it is distracted that aluminum alloy pattern plate back is folded with multigroup horizontal back of the body being parallel to each other, the horizontal back of the body distracted back sandwiched
There is multigroup perpendicular back of the body being parallel to each other distracted, the perpendicular back of the body is distracted to be connected with aluminum alloy pattern plate by connecting bolt；Aluminum alloy pattern plate and the perpendicular back of the body distracted between sky
It is provided with weldering side at gap to lead to；
Described inclined shore system includes two consistent support bars of structure, and described support bar is provided with adjustment hole for middle part
Hollow regulation threaded rod, hollow regulation threaded rod top sub-wire connects regulation screw mandrel, hollow regulation threaded rod bottom
Sub-wire connects lower regulation screw mandrel；
Described upper regulation screw mandrel plan vertical fixes a connected structure, and connected structure includes flat board and plugboard, described
Plate welding is in upper regulation screw mandrel top and vertical with upper regulation screw mandrel, and plugboard is fixed on the upper end of flat board, on plugboard
It is provided with pin-and-hole in the middle part of part and inserts metal round pin, plugboard upper end is smooth arc surface；
Described lower regulation screw mandrel bottom is connected with horizontal support base by lower connecting plate.
2. as claimed in claim 1 a kind of formwork bracing system for building it is characterised in that described upper regulation screw mandrel and
Thread rotary orientation on lower regulation screw mandrel is contrary, and one is left-handed one is dextrorotation.
3. as claimed in claim 1 a kind of formwork bracing system for building it is characterised in that described vertical support system
It is aluminum alloy materials with the material of inclined shore system.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610990119.7A CN106382007A (en) | 2016-11-10 | 2016-11-10 | Template supporting system for construction |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610990119.7A CN106382007A (en) | 2016-11-10 | 2016-11-10 | Template supporting system for construction |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106382007A true CN106382007A (en) | 2017-02-08 |
Family
ID=57958955
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610990119.7A Pending CN106382007A (en) | 2016-11-10 | 2016-11-10 | Template supporting system for construction |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106382007A (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106884534A (en) * | 2017-02-28 | 2017-06-23 | 合迪科技江苏有限公司 | Thrust block installation system and installation method |
| CN107299759A (en) * | 2017-07-10 | 2017-10-27 | 中国五冶集团有限公司 | A kind of method that template is adjusted in skyscraper |
| CN107762140A (en) * | 2017-10-23 | 2018-03-06 | 中国十九冶集团有限公司 | Piping lane leads wall exterior sheathing and its erection method |
| CN111894315A (en) * | 2020-07-10 | 2020-11-06 | 广州市第三建筑工程有限公司 | Support system of hyperbolic cooling tower and construction process thereof |
| CN112031407A (en) * | 2020-09-03 | 2020-12-04 | 中国核工业华兴建设有限公司 | Assembled large-scale special-shaped concrete hydraulic steel formwork system and use method |
| CN113668858A (en) * | 2021-09-24 | 2021-11-19 | 广州一建建设集团有限公司 | Template supporting component and template system for building construction |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0188563A1 (en) * | 1984-07-26 | 1986-07-30 | GKN Kwikform Limited | A beam |
| EP0711889A2 (en) * | 1992-10-28 | 1996-05-15 | Tatsuo Ono | Form panel |
| CN202220434U (en) * | 2011-07-29 | 2012-05-16 | 深圳市良创建筑铝模制品有限公司 | Aluminum-alloy building formwork component |
| CN103938854A (en) * | 2014-04-25 | 2014-07-23 | 中国建筑第八工程局有限公司 | Connection system of steel aluminum frame of steel aluminum frame formwork and keel |
| CN104895318A (en) * | 2015-04-16 | 2015-09-09 | 重庆建工第三建设有限责任公司 | Aluminum alloy template system and construction method of same |
| CN105586981A (en) * | 2016-02-20 | 2016-05-18 | 江苏亚峰科技集团有限公司 | Aluminum template diagonal bracing structure special for lightning protection of high-speed rail |
| CN206144153U (en) * | 2016-11-10 | 2017-05-03 | 湖北森峰铝模科技有限公司 | Moulding board supporting system for building |
-
2016
- 2016-11-10 CN CN201610990119.7A patent/CN106382007A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP0188563A1 (en) * | 1984-07-26 | 1986-07-30 | GKN Kwikform Limited | A beam |
| EP0711889A2 (en) * | 1992-10-28 | 1996-05-15 | Tatsuo Ono | Form panel |
| CN202220434U (en) * | 2011-07-29 | 2012-05-16 | 深圳市良创建筑铝模制品有限公司 | Aluminum-alloy building formwork component |
| CN103938854A (en) * | 2014-04-25 | 2014-07-23 | 中国建筑第八工程局有限公司 | Connection system of steel aluminum frame of steel aluminum frame formwork and keel |
| CN104895318A (en) * | 2015-04-16 | 2015-09-09 | 重庆建工第三建设有限责任公司 | Aluminum alloy template system and construction method of same |
| CN105586981A (en) * | 2016-02-20 | 2016-05-18 | 江苏亚峰科技集团有限公司 | Aluminum template diagonal bracing structure special for lightning protection of high-speed rail |
| CN206144153U (en) * | 2016-11-10 | 2017-05-03 | 湖北森峰铝模科技有限公司 | Moulding board supporting system for building |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106884534A (en) * | 2017-02-28 | 2017-06-23 | 合迪科技江苏有限公司 | Thrust block installation system and installation method |
| CN107299759A (en) * | 2017-07-10 | 2017-10-27 | 中国五冶集团有限公司 | A kind of method that template is adjusted in skyscraper |
| CN107762140A (en) * | 2017-10-23 | 2018-03-06 | 中国十九冶集团有限公司 | Piping lane leads wall exterior sheathing and its erection method |
| CN107762140B (en) * | 2017-10-23 | 2019-10-25 | 中国十九冶集团有限公司 | Piping lane leads wall exterior sheathing and its erection method |
| CN111894315A (en) * | 2020-07-10 | 2020-11-06 | 广州市第三建筑工程有限公司 | Support system of hyperbolic cooling tower and construction process thereof |
| CN112031407A (en) * | 2020-09-03 | 2020-12-04 | 中国核工业华兴建设有限公司 | Assembled large-scale special-shaped concrete hydraulic steel formwork system and use method |
| CN113668858A (en) * | 2021-09-24 | 2021-11-19 | 广州一建建设集团有限公司 | Template supporting component and template system for building construction |
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| PB01 | Publication | ||
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Application publication date: 20170208 |