CN108222503A - A kind of combined large pier stud steel form - Google Patents
A kind of combined large pier stud steel form Download PDFInfo
- Publication number
- CN108222503A CN108222503A CN201711493724.4A CN201711493724A CN108222503A CN 108222503 A CN108222503 A CN 108222503A CN 201711493724 A CN201711493724 A CN 201711493724A CN 108222503 A CN108222503 A CN 108222503A
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- CN
- China
- Prior art keywords
- plate
- truss
- welded
- rib
- channel steel
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- 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.)
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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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D21/00—Methods or apparatus specially adapted for erecting or assembling bridges
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a kind of combined large pier stud steel forms, including preceding tablet, rear plate, left plate and right plate, the preceding tablet, rear plate, left plate and right plate surrounding are both provided with vertical frame, lower frame and upper side frame, the vertical frame, lower frame and upper side frame are welded on preceding tablet, rear plate, left plate and right plate, channel steel is both provided on the preceding tablet and rear plate and erects rib, the channel steel is erected before rib is welded on tablet and rear plate；Steel form installing and dismounting of the present invention and height adjust flexible and convenient, labor and material saving, being effectively improved construction quality reduces construction cost, improves work efficiency, concrete formation is high-quality, Novel beautiful, low cost, not corrosion-vulnerable, it can shorten construction period when using combined large pier stud steel form, high efficiency is brought, and when construction to unit in charge of construction, will not worry that template demoulds.
Description
Technical field
The present invention relates to technical field of buildings, especially a kind of combined large pier stud steel form.
Background technology
At present mostly using wooden template during casting concrete, worker's formwork time is longer, and efficiency is low, constructs
Mostly there are larger insecurity in journey, and form for seal is poor and there is the risk for the mould that rises, the concrete component poured
It is of poor quality unsightly, wooden template after use has deformed more and recycling rate of waterused is low, and the number of turnover is easily stuck up more than 4 times
Song, improper use are used in turn and do not exceed 10 times, need joist, back cord facility material more and easily degumming, rise and rouse, flake, opening
It splits, when again assembled, plate stitch is difficult to handle, and thickness deviation is not easy to grasp, and leads to building structure interface dimensions deviation, cut quality
Difference will use the small rack saw piece of alloy to cut, after use will brush releasing agent, and need to handle plate face, plank sheathing through water logging of daring not accept,
It is exposed to the sun after immersion especially afraid of water, plank sheathing is easily deformed, and is uneven so as to cause concrete face.
At the construction field (site), most rambunctious is that carpenter uses plank sheathing operating process, if not strengthening the materials of plank sheathing
Management is assembled in strict accordance with the blanking of plank sheathing construction diagrams, easily causes plank sheathing waste of material, increases engineering cost.
Invention content
The purpose of the invention is to above-mentioned technical disadvantages is overcome to provide a kind of combined large pier stud steel form.
The present invention solve the technical solution that uses of technical problem for：A kind of combined large pier stud steel form, including preceding flat
Plate, rear plate, left plate and right plate, the preceding tablet, rear plate, left plate and right plate surrounding be both provided with vertical frame,
Lower frame and upper side frame, the vertical frame, lower frame and upper side frame are welded on preceding tablet, rear plate, left plate and right plate
On, channel steel is both provided on the preceding tablet and rear plate and erects rib, the channel steel is erected before rib is welded on tablet and rear plate, institute
It states and perpendicular rib is both provided on left plate and right plate, the perpendicular rib is welded on left plate and right plate, and the preceding tablet is with after
Connecting plate is both provided on tablet, the connecting plate erects rib by channel steel and is connect with preceding tablet and rear plate, the preceding tablet and
Truss is both provided on rear plate, the truss is connect by connecting plate with preceding tablet and rear plate, the left plate and right side
Belt rib is both provided on plate, the belt rib is connect by perpendicular rib with left plate and right plate, the preceding tablet and rear plate
On be both provided with reinforcing cross rib, before the reinforcing cross rib is welded on tablet and rear plate.
Channel steel bottom end rail is provided on the truss, the channel steel bottom end rail is that back-to-back form midfeather distance is
50mm is set, and is provided with truss upper beam on the truss, the truss upper beam bottom end is welded on channel steel bottom end rail, described
Truss support is provided on truss, the truss support bottom end and top are welded to inside channel steel bottom end rail and horizontal stroke on truss
Beam bottom is provided with batter brace on the truss, and the batter brace both ends are respectively welded at channel steel bottom end rail and truss branch
In support.
The channel steel bottom end rail both ends are both provided with to pulling plate, side seal board and head plate, described to pulling plate, side seal board and envelope
Head plate is welded on channel steel bottom end rail, and truss connecting plate is provided on the channel steel bottom end rail, and the truss connecting plate is welded on
It is described that plate hole, described pair of drawing are connected with truss to being respectively arranged with pulling eye on pulling plate and truss connecting plate on channel steel bottom end rail
Hole connects plate hole with truss as diameter 22mm circular holes, and truss otic placode, the truss otic placode weldering are provided on the truss upper beam
It is connected on truss upper beam.
Truss connecting rod is provided among described two adjacent truss, the truss connecting rod is mutually interconnected by truss otic placode
It connects, is provided with small connecting plate in the truss connecting rod, the small connecting plate is by bolt by truss otic placode and truss connecting rod
Connection.
Frame hole is both provided on the vertical frame, lower frame and upper side frame, the frame hole is the circular hole of diameter 22mm.
The truss both ends are both provided with to pull rod, it is described to full wire that pull rod is diameter 20mm to pull rod, described pair of drawing
Bar both ends are both provided with to drawing nut, and described pair is drawn nut to be fixed on to pull rod both ends.
The perpendicular rib and belt rib are the steel plate of plate thickness 10mm.
Connection plate hole, the circular hole that the connection plate hole is diameter 22mm are provided on the connecting plate.
Truss lug plate holes are provided on the truss otic placode, the truss lug plate holes are the circular hole of diameter 22mm.
Small connection plate hole and truss connecting rod bores, the little Lian are respectively arranged on the small connecting plate and truss connecting rod
Fishplate bar hole and the circular hole that truss connecting rod bores is diameter 22mm.
Advantageous effect is possessed by the present invention：
The present invention is scientific and reasonable for structure, and safe and convenient to use, combined large pier stud steel form is during casting concrete
More
Add securely, reduce the insecurity in work progress, worker's formwork is convenient and simple, when substantially reducing worker's formwork
Between, 8.8 grades of high-strength bolts of combined large pier stud steel form surrounding, which connect closure, can effectively prevent well the mould that rises, and combined type is big
Type pier stud steel form high recycling rate, environment-friendly high-efficiency may advantageously facilitate the green construction of unit in charge of construction.
Combined large pier stud steel form fundamentally saves timber resources and a large amount of human resources, reduces former material
The waste of material, before it is completely solved the drawbacks of wooden template, installing and dismounting and height adjust flexible and convenient, labor and material saving,
Being effectively improved construction quality reduces construction cost, improves work efficiency, and concrete formation is high-quality, Novel beautiful, cost
Low, not corrosion-vulnerable, using combined large pier stud steel form when, can shorten construction period, be brought efficiently to unit in charge of construction
Rate, and when construction, will not worry that template demoulds.
Description of the drawings
Accompanying drawing 1 is the structural representation of the present invention.
A standard knot schematic diagram of the attached drawing 2 for the present invention.
Schematic top plan view of the attached drawing 3 for the present invention.
Truss schematic diagram of the attached drawing 4 for the present invention.
Truss connection diagram of the attached drawing 5 for the present invention.
Attached drawing 6 is the present invention to pull rod schematic diagram.
Attached drawing 7 is the connecting plate of the present invention and truss connecting plate schematic diagram.
Attached drawing 8 is the small connecting plate of the present invention and truss connecting rod schematic diagram.
Specific embodiment
1-8 is described below the present invention below in conjunction with the accompanying drawings.
As shown in figures 1-8, the present invention include preceding tablet 1, rear plate 2, left plate 3 and right plate 4, the preceding tablet 1, after
Tablet 2, left plate 3 and 4 surrounding of right plate are both provided with vertical frame 8, lower frame 9 and upper side frame 11, the vertical frame 8, following
Frame 9 and upper side frame 11 are welded on preceding tablet 1, rear plate 2, left plate 3 and right plate 4, the preceding tablet 1 and rear plate 2
On be both provided with channel steel and erect rib 6, the channel steel is erected before rib 6 is welded on tablet 1 and rear plate 2, the left plate 3 and right plate
Perpendicular rib 5 is both provided on 4, the perpendicular rib 5 is welded on left plate 3 and right plate 4, is all provided on the preceding tablet 1 and rear plate 2
Connecting plate 12 is equipped with, the connecting plate 12 erects rib 6 by channel steel and connect with preceding tablet 1 and rear plate 2, and the preceding tablet 1 is with after
Truss 14 is both provided on tablet 2, the truss 14 is connect by connecting plate 12 with preceding tablet 1 and rear plate 2, the left plate
3 and right plate 4 on be both provided with belt rib 10, the belt rib 10 is connect by perpendicular rib 5 with left plate 3 and right plate 4, described
It is both provided on preceding tablet 1 and rear plate 2 and reinforces cross rib 7, before the reinforcing cross rib 7 is welded on tablet 1 and rear plate 2.
Be provided with channel steel bottom end rail 18 on the truss 14, the channel steel bottom end rail 18 for back-to-back form midfeather away from
It is set from for 50mm, truss upper beam 19 is provided on the truss 14,19 bottom end of truss upper beam is welded under channel steel
On crossbeam 18, truss support 16 is provided on the truss 14,16 bottom end of truss support and top are welded to channel steel
The inside of bottom end rail 18 and 19 bottom of truss upper beam are provided with batter brace 17,17 liang of the batter brace on the truss 14
End is respectively welded on channel steel bottom end rail 18 and truss support 16.
18 both ends of channel steel bottom end rail are both provided with to pulling plate 21, side seal board 22 and head plate 25, it is described to pulling plate 21,
Side seal board 22 and head plate 25 are welded on channel steel bottom end rail 18, and truss connecting plate 32 is provided on the channel steel bottom end rail 18,
The truss connecting plate 32 is welded on channel steel bottom end rail 18, described to being respectively arranged on pulling plate 21 and truss connecting plate 32 pair
Pulling eye 23 connects plate hole 33 with truss, and the pulling eye 23 connects plate hole 33 with truss as diameter 22mm circular holes, on the truss
Truss otic placode 20 is provided on crossbeam 19, the truss otic placode 20 is welded on truss upper beam 19.
Truss connecting rod 28 is provided among described two adjacent truss 14, the truss connecting rod 28 passes through truss otic placode
20 are connected with each other, and are provided with small connecting plate 27 in the truss connecting rod 28, and the small connecting plate 27 is by bolt by truss ear
Plate 20 and truss connecting rod 28 connect.
Frame hole 31 is both provided on the vertical frame 8, lower frame 9 and upper side frame 11, the frame hole 31 is diameter
The circular hole of 22mm.
14 both ends of truss are both provided with to pull rod 15, it is described to full wire that pull rod 15 is diameter 20mm to pull rod, institute
It states and 15 both ends of pull rod is both provided with to drawing nut 26, described pair is drawn nut 26 to be fixed on to 15 both ends of pull rod.
The perpendicular rib 5 and belt rib 10 are the steel plate of plate thickness 10mm.
Connection plate hole 13, the circular hole that the connection plate hole 13 is diameter 22mm are provided on the connecting plate 12.
Truss lug plate holes 24 are provided on the truss otic placode 20, the truss lug plate holes 24 are the circular hole of diameter 22mm.
Small connection plate hole 30 and truss connecting rod bores 29 are respectively arranged on the small connecting plate 27 and truss connecting rod 28,
The small connection plate hole 30 and the circular hole that truss connecting rod bores 29 is diameter 22mm.
A kind of application method of combined large pier stud steel form, including step used below：
（1）Before combined large pier stud steel form, site construction personnel need first to understand combined large pier stud punching block
Plate each section accessory and application method；
（2）Site construction personnel need first to clean out in building site using position, keep Land leveling as possible, avoid idler
In entering and post specific warning indication board；
（3）In use, site construction personnel need that combined large foot stall steel formwork hoisting to building site first is used position, lifting
After, site construction personnel need successively to assemble preceding tablet 1, rear plate 2, left plate 3 and right plate 4 by drawing data,
Site construction personnel need to tighten the bolt on upper side frame 11, lower frame 9 and vertical frame 8 successively after assembling；
（4）After to be checked, site construction personnel need tablet 1 and rear plate 2 before truss 14 is lifted into use position, and
Connecting plate 12 on truss connecting plate 32 and preceding tablet 1 and rear plate 2 on truss 14 is tightened to connecting, and by bolt,
After installing truss 14, being sequentially connected 14 both ends of truss and being tightened to drawing nut 26 to pull rod 15 is needed；
（5）After installing, whether verification check data are correct again for site construction personnel needs, can be poured after data are correct
Concrete；
（6）Concreting finishes and after concrete setting, and site construction personnel can remove combined large pier stud punching block
Plate, combined large pier stud steel form can be smeared maintenance oil and be placed in maintaining at dry by site construction personnel after dismounting；
（7）After maintenance, site construction personnel can recycle according to building site service condition.
Claims (10)
1. a kind of combined large pier stud steel form, it is characterised in that：Including preceding tablet, rear plate, left plate and right plate, institute
State preceding tablet, rear plate, left plate and right plate surrounding and be both provided with vertical frame, lower frame and upper side frame, the vertical frame, under
Frame and upper side frame are welded on preceding tablet, rear plate, left plate and right plate, are respectively provided on the preceding tablet and rear plate
There is channel steel to erect rib, the channel steel erects rib and is welded on preceding tablet and rear plate, is both provided on the left plate and right plate perpendicular
Rib, the perpendicular rib are welded on left plate and right plate, and connecting plate, the connection are both provided on the preceding tablet and rear plate
Plate erects rib by channel steel and is connect with preceding tablet and rear plate, and truss, the truss are both provided on the preceding tablet and rear plate
It is connect by connecting plate with preceding tablet and rear plate, belt rib, the belt rib is both provided on the left plate and right plate
It is connect by perpendicular rib with left plate and right plate, reinforcing cross rib is both provided on the preceding tablet and rear plate, it is described to reinforce horizontal stroke
Before rib is welded on tablet and rear plate.
2. a kind of combined large pier stud steel form according to claim 1, it is characterised in that：It is provided on the truss
Channel steel bottom end rail, the channel steel bottom end rail are that back-to-back form midfeather distance is 50mm settings, are provided on the truss
Truss upper beam, the truss upper beam bottom end are welded on channel steel bottom end rail, and truss support is provided on the truss, described
Truss support bottom end and top are welded to inside channel steel bottom end rail and truss upper beam bottom, and purlin is provided on the truss
Frame diagonal brace, the batter brace both ends are respectively welded in channel steel bottom end rail and truss support.
3. a kind of combined large pier stud steel form according to claim 2, it is characterised in that：The channel steel bottom end rail two
End is both provided with to pulling plate, side seal board and head plate, described that pulling plate, side seal board and head plate are welded on channel steel bottom end rail,
Truss connecting plate is provided on the channel steel bottom end rail, the truss connecting plate is welded on channel steel bottom end rail, described to pulling plate
Plate hole is connected with truss with pulling eye is respectively arranged on truss connecting plate, the pulling eye connects plate hole with truss as diameter
22mm circular holes are provided with truss otic placode on the truss upper beam, and the truss otic placode is welded on truss upper beam.
4. a kind of combined large pier stud steel form according to claim 1 or claim 3, it is characterised in that：It is described
Truss connecting rod is provided among two adjacent truss, the truss connecting rod is connected with each other by truss otic placode, the truss
Small connecting plate is provided in connecting rod, the small connecting plate is connected truss otic placode with truss connecting rod by bolt.
5. a kind of combined large pier stud steel form according to claim 1, it is characterised in that：It is the vertical frame, following
Frame hole is both provided on frame and upper side frame, the frame hole is the circular hole of diameter 22mm.
6. a kind of combined large pier stud steel form according to claim 2, it is characterised in that：The truss both ends are all provided with
Be equipped with to pull rod, it is described to full wire that pull rod is diameter 20mm to pull rod, it is described pull rod both ends to be both provided with to drawing nut, institute
It states to nut is drawn to be fixed on to pull rod both ends.
7. a kind of combined large pier stud steel form according to claim 1, it is characterised in that：The perpendicular rib and belt rib
It is the steel plate of plate thickness 10mm.
8. a kind of combined large pier stud steel form according to claim 1, it is characterised in that：It is set on the connecting plate
There are connection plate hole, the circular hole that the connection plate hole is diameter 22mm.
9. a kind of combined large pier stud steel form according to claim 3, it is characterised in that：It is set on the truss otic placode
Truss lug plate holes are equipped with, the truss lug plate holes are the circular hole of diameter 22mm.
10. a kind of combined large pier stud steel form according to claim 4, it is characterised in that：The small connecting plate and
Small connection plate hole and truss connecting rod bores are respectively arranged in truss connecting rod, the small connection plate hole and truss connecting rod bores are
The circular hole of diameter 22mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711493724.4A CN108222503A (en) | 2017-12-31 | 2017-12-31 | A kind of combined large pier stud steel form |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711493724.4A CN108222503A (en) | 2017-12-31 | 2017-12-31 | A kind of combined large pier stud steel form |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108222503A true CN108222503A (en) | 2018-06-29 |
Family
ID=62644886
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711493724.4A Pending CN108222503A (en) | 2017-12-31 | 2017-12-31 | A kind of combined large pier stud steel form |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108222503A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853390A (en) * | 2019-01-14 | 2019-06-07 | 苏州交通工程集团有限公司 | High pier stud second pouring template and its joining method |
| CN110847046A (en) * | 2019-11-20 | 2020-02-28 | 武汉瑞锦丰路桥设备股份有限公司 | Road bridge steel formwork structure of resistance to compression |
-
2017
- 2017-12-31 CN CN201711493724.4A patent/CN108222503A/en active Pending
Non-Patent Citations (1)
| Title |
|---|
| 无: ""墩柱桁架式计算书"", 《HTTPS://WENKU.BAIDU.COM/VIEW/CC6E48708E9951E79B892726.HTML?FROM=SEARCH》 * |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109853390A (en) * | 2019-01-14 | 2019-06-07 | 苏州交通工程集团有限公司 | High pier stud second pouring template and its joining method |
| CN110847046A (en) * | 2019-11-20 | 2020-02-28 | 武汉瑞锦丰路桥设备股份有限公司 | Road bridge steel formwork structure of resistance to compression |
| CN110847046B (en) * | 2019-11-20 | 2020-07-31 | 武汉瑞锦丰路桥设备股份有限公司 | Road bridge steel formwork structure of resistance to compression |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| CB02 | Change of applicant information |
Address after: 400016 Medical University Of Chongqing, Yuzhong 1 medical college, Medical University Of Chongqing Applicant after: Li Mengxue Address before: 418000 Du Rhododendron Road, Huaihua, Hunan Province, No. 79 Applicant before: Li Mengxue |
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| CB02 | Change of applicant information | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180629 |
|
| RJ01 | Rejection of invention patent application after publication |