CN110469105A - A kind of over-form construction system and its construction method - Google Patents
A kind of over-form construction system and its construction method Download PDFInfo
- Publication number
- CN110469105A CN110469105A CN201910730509.4A CN201910730509A CN110469105A CN 110469105 A CN110469105 A CN 110469105A CN 201910730509 A CN201910730509 A CN 201910730509A CN 110469105 A CN110469105 A CN 110469105A
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- CN
- China
- Prior art keywords
- crosshead
- fixed
- electric machine
- bracket
- template
- 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.)
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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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
-
- 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
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/20—Movable forms; Movable forms for moulding cylindrical, conical or hyperbolical structures; Templates serving as forms for positioning blocks or the like
- E04G11/22—Sliding forms raised continuously or step-by-step and being in contact with the poured concrete during raising and which are not anchored in the hardened concrete; Arrangements of lifting means therefor
- E04G11/24—Construction of lifting jacks or climbing rods for sliding forms
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
A kind of over-form construction system and its construction method, including outer crosshead, lifting means and the slideway template system being fixed on the wall, the lifting means includes electric machine assembly and rail assembly, electric machine assembly includes planet needle-like oscillating motor, electric machine support, promote lead screw, for connecting planet needle-like oscillating motor and promoting the motor short axle of lead screw, hoisting nut, it is fixed on outer crosshead, rectangle steel frame for fixing the nut hanger box of hoisting nut and for fixing electric machine support, rail assembly includes the groove steel rail that two notches are oppositely arranged, the track pulley of rectangle steel frame four corners is fixed on by connector, the mobile bracket and the bracket pulley on mobile bracket being fixed on rectangle steel frame, outer crosshead is fixed by load-bearing bracket and slideway template system.The present invention can be promoted voluntarily, and using form is turned over, operating platform is integrally promoted template with frame body, easy to operate, reduce equipment investment, highly-safe, high production efficiency.
Description
Technical field
The present invention relates to the realm of building construction, a kind of over-form construction system and its construction method are particularly belonged to.
Background technique
Existing outer crosshead be climbing frame or console mode scaffold, builder's jack, template be usually big punching block, aluminum alloy pattern plate,
Plank sheathing is whole pour it is whole tear system open, the crossheads such as existing climbing frame, console mode scaffold, builder's jack, it is big to set up difficulty, sets up week
Phase is long, costly, can not carry out whole promotion, can not install the operating platform, and towering tube structure is not available, in addition, at present
Common big punching block, aluminum alloy pattern plate, plank sheathing are integral installation overall pulling down, and construction period is longer, and efficiency is lower, mechanical and people
Work, mould material put into larger higher cost.
Summary of the invention
The object of the present invention is to provide a kind of over-form construction system and its construction methods, and it is multiple to solve template construction step
Miscellaneous, equipment and the excessive technical problem of human input；And solve the problems, such as existing skill poor safety performance.
To achieve the above object, the present invention adopts the following technical scheme:
A kind of over-form construction system, it is characterised in that: including outer crosshead, lifting means and the slideway template being fixed on the wall
System, the lifting means include electric machine assembly and rail assembly, and the electric machine assembly includes planet needle-like oscillating motor, motor
Bracket promotes lead screw, the motor short axle for connecting planet needle-like oscillating motor and promotion lead screw, hoisting nut, is fixed on outside
On crosshead, the nut hanger box for fixing hoisting nut and the rectangle steel frame for fixing electric machine support, the track
Component include two notches be oppositely arranged groove steel rail, be fixed on by connector rectangle steel frame four corners track it is sliding
The mobile bracket and the bracket pulley on mobile bracket take turns, being fixed on rectangle steel frame, the outer crosshead is by holding
Weight bracket is fixed with slideway template system, and the outer crosshead lower part is additionally provided with the crosshead foot for keeping outer crosshead balance
Wheel；The slideway template system is spliced by several pieces of modular units by template bolt, on every piece of modular unit
Equipped with the pin hole for limiting the vertical strip track groove that bracket pulley slides vertically and uniform intervals setting, the mobile ox
Leg and load-bearing bracket pass through load-bearing bolt to be fixed with slideway template system.
It is further preferred that the outer crosshead includes two corresponding with two groove steel rails respectively and fixed setting vertical
Column is set to the ladder on crosshead ladder by jacking crosshead coupling beam fixed crosshead ladder and uniform intervals with column
Pipe, the crosshead ladder include two vertical supportings disposed in parallel, are equipped with several ladders between two vertical supportings
Frame crossbeam.
Further, the outer crosshead, which is equipped with, is used for demoulding and die-filling operation platform.
Further, crosshead diagonal brace is equipped between the column and crosshead ladder, the crosshead diagonal brace is by seamless
Steel is made.
Further, the column is made by 25a channel steel, and the crosshead ladder is made by No. 8 channel steels, institute
It states groove steel rail to be made by 12.6 channel steels, the ladder pipe is made by 30 steel pipe of φ.
In addition, the jacking crosshead coupling beam is made by No. 8 channel steels, outer crosshead two sides are respectively equipped with four jackings
Crosshead coupling beam.
A kind of operating method of over-form construction system, it is characterised in that: the following steps are included:
Step 1: promoting outer crosshead: after the promotion lead screw drives outer crosshead and load-bearing bracket to move upwardly into predetermined position,
Load-bearing bracket is fixed by load-bearing bolt with template system, at the top of the two root posts of outer crosshead by fixed channel steel and bolt with
Platform idler pulley is fixed；
Step 2: jacking electric machine assembly: after the promotion lead screw jacking electric machine assembly is moved upward to predetermined position, mobile bracket
It is fixed by load-bearing bolt with template system；
Step 3: moving up modular unit: construction personnel removes lower part modular unit in station on the operation platform of lower part, and by lower die
Plate unit is turned over to top, is stood later after top operation platform progress upper mould unit construction, template construction, in mould
Concrete perfusion carries out the construction of wall in plate body system, repeats step 1 ~ tri- after conserving to wall construction, until wall is applied
Work finishes.
Compared with prior art the invention has the characteristics that and the utility model has the advantages that
The present invention can be promoted voluntarily, and using form is turned over, operating platform is integrally promoted template with frame body, easy to operate, be reduced
Equipment investment, highly-safe, high production efficiency.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of over-form construction system of the present invention；
Fig. 2 is the enlarged structure schematic diagram in the portion A in Fig. 1；
Fig. 3 is the enlarged structure schematic diagram in the portion B in Fig. 1.
Appended drawing reference: 1- wall；2- planet needle-like oscillating motor；3- electric machine support；4- promotes lead screw；5- motor short axle；
6- hoisting nut；7- nut hanger box；8- groove steel rail；9- moves bracket；10- modular unit；12- pin hole；13- crosshead
Castor；14- crosshead coupling beam；15- bracket pulley；16- crosshead ladder；17- ladder pipe；18- ladder crossbeam；19- crosshead
Diagonal brace；20- fixes channel steel；21- bolt；22- platform idler pulley；23- column；24- rectangle steel frame；25- load-bearing bracket；26- rail
Road pulley.
Specific embodiment
For realize the present invention technological means, character of innovation, reach purpose and effect is easy to understand, below to
Invention further illustrates.
The embodiment recorded herein is specific specific embodiment of the invention, for illustrating design of the invention,
Be it is explanatory and illustrative, should not be construed as the limitation to embodiment of the present invention and the scope of the invention.Except what is recorded herein
Outside embodiment, those skilled in the art can also based on the claim of this application book and specification disclosure of that using aobvious and
The other technical solutions being clear to, these technical solutions include using any obvious to making for the embodiment recorded herein
The technical solution of substitutions and modifications.
A kind of over-form construction system, as shown in Figure 1, including outer crosshead, lifting means and the slideway being fixed on wall 1
Template system, lifting means includes electric machine assembly and rail assembly, as shown in Fig. 2, electric machine assembly includes that planet needle-like swings electricity
Machine 2, electric machine support 3 promote lead screw 4, for connecting planet needle-like oscillating motor 2 and promoting the motor short axle 5 of lead screw 4, promotion
Nut 6 is fixed on outer crosshead, the nut hanger box 7 for fixing hoisting nut 6 and the square for fixing electric machine support 3
Shape steel frame 24, electric machine assembly further include speed reducer, and speed reducer is used to adjust the revolving speed for reducing motor drive screw rod, and makes to own
The revolving speed of screw rod is consistent, and is at the uniform velocity promoted namely the hoisting nut 6 of electric machine assembly and nut hanger box 7 are each attached to
On outer crosshead, 24 1 end face of rectangle steel frame is equipped with mobile bracket 9, and the number of mobile bracket 9 can according to need setting, phase
Ying Di, the number of vertical strip track groove should be corresponding with the mobile number of bracket 9 on slideway template system, rectangle steel frame 24
Other end is for fixing electric machine support 3.
Rail assembly include two notches be oppositely arranged groove steel rail 8, rectangle steel frame 24 is fixed on by connector
The track pulley 26 of four corners, the mobile bracket 9 being fixed on rectangle steel frame 24 and the bracket on mobile bracket 9 are slided
Wheel 15, outer crosshead is fixed by load-bearing bracket 25 and slideway template system, and groove steel rail 8 is correspondingly arranged with column 23, channel steel
Track 8, rectangle steel frame 24, track pulley 26 and column 23 should be in same vertical plane, and outer crosshead lower part is additionally provided with
For keeping the crosshead castor 13 of outer crosshead balance, track pulley 26 is fixed by the connecting rod the four of rectangle steel frame 24
A corner, track pulley 26 fix in groove steel rail 8, and with the rotation for promoting lead screw 4, pulley 26 and groove steel rail 8 are generated
Opposite sliding；
Slideway template system is spliced by several pieces of modular units 10 by template bolt, is equipped on every piece of modular unit 10
For limiting the pin hole 12 of the vertical strip track groove that bracket pulley 15 slides vertically and uniform intervals setting, mobile bracket 9
It is fixed by load-bearing bolt and slideway template system with load-bearing bracket 25；
Outer crosshead generally rectangle steel frame, including two corresponding with two groove steel rails 8 respectively and fixed setting columns
23, it is set on crosshead ladder 16 with column 23 by jacking crosshead coupling beam 14 fixed crosshead ladder 16 and uniform intervals
Ladder pipe 17, crosshead ladder 16 includes two vertical supportings disposed in parallel, and several are equipped between two vertical supportings
Ladder crossbeam 18, outer crosshead, which is equipped with, is used for demoulding and die-filling operation platform, it will be seen from figure 1 that column 23 and operation
Crosshead diagonal brace 19 is equipped between ladder frame 16, crosshead diagonal brace 19 is made by seamless steel, and column 23 is made by 25a channel steel
It forms, crosshead ladder 16 is made by No. 8 channel steels, and groove steel rail 8 is made by 12.6 channel steels, and ladder pipe 17 is by φ 30
Steel pipe is made, and jacking crosshead coupling beam 14 is made by No. 8 channel steels, and outer crosshead two sides are respectively equipped with four jacking behaviour
Make frame coupling beam 14.
A kind of operating method of over-form construction system, it is characterised in that: the following steps are included:
Step 1: promoting outer crosshead: the promotion lead screw drives outer crosshead and load-bearing bracket 25 to move upwardly into predetermined position
Afterwards, load-bearing bracket 25 is fixed by load-bearing bolt with template system, as shown in figure 3, leading at the top of the two root posts 23 of outer crosshead
It crosses fixed channel steel 20 and bolt 21 and platform idler pulley 22 is fixed；
Step 2: jacking electric machine assembly: after the promotion lead screw jacking electric machine assembly is moved upward to predetermined position, mobile bracket
9 are fixed by load-bearing bolt with template system；
Step 3: moving up modular unit: construction personnel removes lower part modular unit in station on the operation platform of lower part, and by lower die
Plate unit is turned over to top, is stood later after top operation platform progress upper mould unit construction, template construction, in mould
Concrete perfusion carries out the construction of wall 1 in plate body system, to 1 construction and maintenance of wall after repeat step 1 ~ tri-, until wall
1 construction finishes.
Traditional outer operation frame system is divided into two different systems from template system by this technology, is changed to outer operation frame system
Merge into a system with template system, and by original template it is whole tear open it is self-contained be changed to only tear bottom template open, overturned upwards
Construction, frame body and operating platform can synchronize promoted.
The foregoing is merely presently preferred embodiments of the present invention, is not intended to limit the invention, it is all in spirit of the invention and
Within principle, any modification, equivalent replacement, improvement and so on be should all be included in the protection scope of the present invention.
Claims (7)
1. a kind of over-form construction system, it is characterised in that: including outer crosshead, lifting means and the cunning being fixed on wall (1)
Road template system, the lifting means include electric machine assembly and rail assembly, and the electric machine assembly includes that planet needle-like swings electricity
Machine (2), electric machine support (3) promote lead screw (4), for connecting planet needle-like oscillating motor (2) and promoting the motor of lead screw (4)
Short axle (5) hoisting nut (6), is fixed on outer crosshead, the nut hanger box (7) for fixing hoisting nut (6) and is used for
The rectangle steel frame (24) of fixed electric machine support (3), the rail assembly includes the groove steel rail that two notches are oppositely arranged
(8), the track pulley (26) of rectangle steel frame (24) four corners is fixed on by connector, is fixed on rectangle steel frame (24)
On mobile bracket (9) and the bracket pulley (15) that is set on mobile bracket (9), the outer crosshead pass through load-bearing bracket (25)
It is fixed with slideway template system, the outer crosshead lower part is additionally provided with the crosshead castor for keeping outer crosshead balance
(13)；The slideway template system is spliced by several pieces of modular units (10) by template bolt, every piece of template list
It is equipped on first (10) for limiting inserting for vertical strip track groove that bracket pulley (15) slides vertically and uniform intervals setting
Pin hole (12), the mobile bracket (9) and load-bearing bracket (25) are fixed by load-bearing bolt and slideway template system.
2. a kind of over-form construction system as described in claim 1, it is characterised in that: the outer crosshead include two respectively with
Two groove steel rails (8) are corresponding and the column (23) of fixed setting and column (23) are fixed by jacking crosshead coupling beam (14)
Crosshead ladder (16) and uniform intervals be set to crosshead ladder (16) on ladder pipe (17), the crosshead ladder (16)
Including two vertical supportings disposed in parallel, several ladder crossbeams (18) are equipped between two vertical supportings.
3. a kind of over-form construction system as described in claim 1, it is characterised in that: the outer crosshead, which is equipped with, is used for demoulding
With die-filling operation platform.
4. a kind of over-form construction system as claimed in claim 2, it is characterised in that: the column (23) and crosshead ladder
(16) crosshead diagonal brace (19) are equipped between, the crosshead diagonal brace (19) is made by seamless steel.
5. a kind of over-form construction system as claimed in claim 2, it is characterised in that: the column (23) is made by 25a channel steel
It forms, the crosshead ladder (16) is made by No. 8 channel steels, and the groove steel rail (8) is made by 12.6 channel steels, institute
Ladder pipe (17) is stated to be made by 30 steel pipe of φ.
6. a kind of over-form construction system as described in claim 1, it is characterised in that: the jacking crosshead coupling beam (14) is by 8
Number channel steel is made, and outer crosshead two sides are respectively equipped with four jacking crosshead coupling beams (14).
7. a kind of operating method of over-form construction system as described in claim 1 ~ 6 any one, it is characterised in that: including with
Lower step:
Step 1: promoting outer crosshead: the promotion lead screw drives outer crosshead and load-bearing bracket (25) to move upwardly into pre-determined bit
It postpones, load-bearing bracket (25) is fixed by load-bearing bolt with template system, by solid at the top of the two root posts (23) of outer crosshead
Determine channel steel (20) and bolt (21) and platform idler pulley (22) are fixed；
Step 2: jacking electric machine assembly: after the promotion lead screw jacking electric machine assembly is moved upward to predetermined position, mobile bracket
(9) it is fixed by load-bearing bolt with template system；
Step 3: moving up modular unit: construction personnel removes lower part modular unit in station on the operation platform of lower part, and by lower die
Plate unit is turned over to top, is stood later after top operation platform progress upper mould unit construction, template construction, in mould
In plate body system concrete perfusion carry out wall (1) construction, to wall (1) construction and maintenance after repeat step 1 ~ tri-, until
Wall (1) construction finishes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910730509.4A CN110469105A (en) | 2019-08-08 | 2019-08-08 | A kind of over-form construction system and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910730509.4A CN110469105A (en) | 2019-08-08 | 2019-08-08 | A kind of over-form construction system and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110469105A true CN110469105A (en) | 2019-11-19 |
Family
ID=68510543
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910730509.4A Pending CN110469105A (en) | 2019-08-08 | 2019-08-08 | A kind of over-form construction system and its construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20220307276A1 (en) * | 2016-04-08 | 2022-09-29 | Peri Se | Self-climbing system, self-climbing unit and method for moving such a self-climbing unit on a concrete building structure |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060087480A (en) * | 2005-06-29 | 2006-08-02 | 페리 게엠베하 | Rail mounted climbing system |
| CN101696604A (en) * | 2009-09-24 | 2010-04-21 | 东北电业管理局烟塔工程公司 | Construction method for chimney wall and special electric jacking flat bridge |
| US20130341813A1 (en) * | 2012-06-13 | 2013-12-26 | Norton Baum | Self-Lifting Concrete Form Adapted To Accommodate Horizontal Reinforcing Steel |
| CN204435235U (en) * | 2015-01-27 | 2015-07-01 | 中交三公局第一工程有限公司 | A kind of hydraulic climbing formwork device |
| CN210767825U (en) * | 2019-08-08 | 2020-06-16 | 北京城建六建设集团有限公司 | Turnover formwork construction system |
-
2019
- 2019-08-08 CN CN201910730509.4A patent/CN110469105A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20060087480A (en) * | 2005-06-29 | 2006-08-02 | 페리 게엠베하 | Rail mounted climbing system |
| CN101696604A (en) * | 2009-09-24 | 2010-04-21 | 东北电业管理局烟塔工程公司 | Construction method for chimney wall and special electric jacking flat bridge |
| US20130341813A1 (en) * | 2012-06-13 | 2013-12-26 | Norton Baum | Self-Lifting Concrete Form Adapted To Accommodate Horizontal Reinforcing Steel |
| CN204435235U (en) * | 2015-01-27 | 2015-07-01 | 中交三公局第一工程有限公司 | A kind of hydraulic climbing formwork device |
| CN210767825U (en) * | 2019-08-08 | 2020-06-16 | 北京城建六建设集团有限公司 | Turnover formwork construction system |
Non-Patent Citations (2)
| Title |
|---|
| 刘飞;: "自然通风冷却塔筒壁三角架翻模和电动爬模施工工艺比较", 建筑安全, no. 01, pages 20 - 22 * |
| 彭晓月;: "某冷却塔电动爬模施工技术", 施工技术, no. 23, pages 85 - 89 * |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20220307276A1 (en) * | 2016-04-08 | 2022-09-29 | Peri Se | Self-climbing system, self-climbing unit and method for moving such a self-climbing unit on a concrete building structure |
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