CN203795831U - Efficient low-consumption combined formwork system - Google Patents
Efficient low-consumption combined formwork system Download PDFInfo
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- CN203795831U CN203795831U CN201420182565.1U CN201420182565U CN203795831U CN 203795831 U CN203795831 U CN 203795831U CN 201420182565 U CN201420182565 U CN 201420182565U CN 203795831 U CN203795831 U CN 203795831U
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- early
- formwork system
- dismounting
- cross bar
- stripping formwork
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Abstract
The utility model discloses an efficient low-consumption combined formwork system. A template of the efficient low-consumption combined formwork system comprises an early-dismounting part and a non-early-dismounting part, wherein the early-dismounting part comprises early-dismounting templates (2); the non-early-dismounting part comprises non-early-dismounting templates (11); the early-dismounting templates (2) and the non-early-dismounting templates (11) are arranged alternately at intervals below a concrete plate (1); the lower parts of the early-dismounting templates (2) are supported on a cross rod (3) through a dorsal bar (4); the lower part of the non-early-dismounting templates (11) are supported on a vertical upright (5); two heads of the cross rod (3) are butted with grooves of a wedge connection key female head (13) through wedge connection male heads (14), and a support system is formed. The efficient low-consumption combined formwork system can change the present situation that the conventional formwork system is high in investment and consumption, and low in efficiency, can realize a formwork system which is capable of early dismounting of a template and quick mounting and dismounting of a scaffold and which is environment-friendly, can reduce construction consumption, and can increase social benefits.
Description
Technical field
The utility model belongs to the die carrier technology field in construction work, relates to a kind of efficient low-consume combined formwork system.
Background technology
Reinforced concrete cast-in-situ member is the major part of current fabric structure, and formwork system is the requisite support of its moulding and mould, the formwork-support that current domestic formwork system generally uses is fastener type steel pipe scaffold, and the template of use is wood plywood.Fastener type steel pipe scaffold sets up that speed is slow, security performance is low, random large, all transfer efficients are low, and scaffold cross bar, back cord and template can not realize and early tearing open, and the turn around time of material is long, has both increased materials'use burden, also takies higher construction cost.
Summary of the invention
The purpose of this utility model is, a kind of efficient low-consume combined formwork system is provided, and can improve all transfer efficients of scaffold cross bar, template, reduces Construction Cost, reduces lumber consumption, protects forest resources.
The utility model adopts following technical scheme to realize object: efficient low-consume combined formwork system of the present utility model, its template comprises early tears part open and tears part non-morning open, early tear part open and comprise early stripping formwork system, tear part non-morning open and comprise not early stripping formwork system, early stripping formwork system and not early stripping formwork system interval in a row below concrete building plate is alternately arranged; Early stripping formwork system below is supported on cross bar by back cord, and early stripping formwork system supported underneath is not in vertical vertical rod; Described cross bar two connects male and the rabbeted butt joint of wedge shape connecting key female by wedge shape, forms support system.Cross bar is provided with an early dismantling head with vertical vertical rod junction, and early stripping formwork system below is not supported in vertical vertical rod by this early dismantling head.Early dismantling head comprises a band compass sleeve that is fixed on the screw rod in described vertical vertical rod and can moves up and down on this screw rod, and this is provided with the alignment pin that can determine its permanent position in described vertical vertical rod with compass sleeve; Be also provided with compass sleeve side can with laterally fixing connector of described cross bar; Wedge shape connects male and is welded in cross bar two ends, and wedge shape connects female and is freely positioned on band compass sleeve and can moves up and down that described early stripping formwork system, back cord are fixed or dismantled.
In addition, be also provided with the material transfer mouth that at least one is communicated with upper and lower floor on concrete building plate, material transfer mouth, for tool for transmitting material between upper and lower floor, can improve material turnaround speed.
The utility model also provides the construction method of efficient low-consume combined formwork system, and this construction method technological process is as follows: at the bottom of set up → early dismantling head of template figure design → quick detach support body installation → plate, the vertical vertical rod of back cord → early stripping formwork system and not early stripping formwork system installation → reinforcing bar binding → concreting → dismounting cross bar, back cord, early stripping formwork system → remove and early stripping formwork system are not installed → laid to cross bar; Described template figure design content comprises three part compositions, early tears part open, tears part and material transfer mouth non-morning open; Early tear part open and lay early stripping formwork system, template bottom is supported by back cord, and back cord is positioned on cross bar, when form removal, realizes and removes cross bar, back cord, template integrated function; Tear part open and lay not early stripping formwork system non-morning, and template is directly supported by early dismantling head.
Further, aforesaid quick detach support body is set up, the mode of setting up is the assembling that two people have coordinated one group of vertical vertical rod and cross bar, form quadrangle supporting lattice, then propped up remaining supporting lattice along the horizontal supporting lattice having propped up by orthogonal or straight principle, after completing all vertical vertical rods and cross bar, adopt hammer to strike gently tightly in crossbar end downwards.
Further, the installation of aforesaid early dismantling head and base plate cross bar, installation process is divided into three steps: the first step, before early dismantling head is placed, will be with compass sleeve to raise, placement positioning pin; Second step, inserts vertical vertical rod by the screw mandrel position of early dismantling head when installation, and the pallet groove on screw mandrel is put well in steel pipe top; The 3rd step, according to the absolute altitude line in vertical vertical rod, regulates the height of early dismantling head by the pallet on rotary screw, to adapt to floor floor height and thickness of slab, then place cross bar.
In addition, early stripping formwork system install time, at the bottom of plate, after cross bar installation, can lay back cord, back cord lay after can lay early stripping formwork system, when laying early stripping formwork system and not early stripping formwork system hocket; Lay the top elevation that should finely tune early dismantling head before early stripping formwork system not, make early dismantling head top steel plate and can not be not gapped between early stripping formwork system.
The utility model can change the present situation of current formwork system high investment, high flow rate, poor efficiency, the research and development of efficient low-consume combined formwork system of the present utility model are used, can realize early-dismantling, scaffold fast peace tear open, the formwork system of environmental protection, thereby reducing construction consumes, the object that improves social benefit, is worthy to be popularized.
brief description of the drawings
Fig. 1 is that supporting frame and template are set up schematic diagram;
Fig. 2 is that support body is early torn rear design sketch open;
Fig. 3 is that early stripping formwork system is set up schematic diagram;
Fig. 4 is the structural representation after early stripping formwork system is removed;
Fig. 5 is not early stripping formwork system floor map and material transfer mouth schematic diagram;
Fig. 6 is that wedge shape connects female structure schematic diagram;
Fig. 7 is that wedge shape connects male head structure schematic diagram.
Description of reference numerals: 1-concrete building plate, 2-early stripping formwork system, 3-cross bar, 4-back cord, the vertical vertical rod of 5-, the 6-bar of sweeping the floor, 7-concrete structural plane, 8-alignment pin, 9-band compass sleeve, 10-screw rod, 11-is early stripping formwork system not, 12-material transfer mouth, and 13-wedge shape connects female, and 14-wedge shape connects male.
Detailed description of the invention
Below in conjunction with drawings and Examples, the utility model is described in further detail.
As shown in Figure 1, 2, efficient low-consume combined formwork system of the present utility model, it comprises early tears part open and tears part non-morning open, early tears part open and comprises early stripping formwork system 2, tear part non-morning open and comprise not early stripping formwork system 11, early stripping formwork system 2 and not early stripping formwork system 11 interval in a row below concrete building plate 1 is alternately arranged; Early stripping formwork system 2 belows are supported on cross bar 3 by back cord 4, and early stripping formwork system 11 supported underneath are not in vertical vertical rod 5; Described cross bar 3 two are supported in vertical vertical rod 5 and can move up and down that early stripping formwork system 2 is fixed or dismounting.Cross bar 3 is provided with an early dismantling head with described vertical vertical rod 5 junctions, and early stripping formwork system 11 belows are not supported in vertical vertical rod 5 by this early dismantling head.Also be provided with at the position near concrete structural plane 7 bar 6 of sweeping the floor.The bar 6 of sweeping the floor is determined according to related specifications apart from the height of concrete structural plane 7.
See Fig. 3, Fig. 4, early dismantling head comprises that is fixed on a described vertical vertical rod, the screw rod 10 on 5 and the band compass sleeve 9 that can move up and down on this screw rod 10, and this is provided with the alignment pin 8 that can determine its permanent position in vertical vertical rod 5 with compass sleeve 9; Be also provided with compass sleeve 9 sides can with laterally fixing connector of cross bar 3.Connector is such: cross bar 3 two connect male 14 and 13 rabbeted butt joints of wedge shape connecting key female by wedge shape, forms support system.Wedge shape connects male 14 and is welded in cross bar 3 two ends, and wedge shape connects female 13 and is freely positioned on band compass sleeve 9 and can moves up and down that described early stripping formwork system 2, back cord 4 are fixed or dismounting.Wedge shape connecting key female 13 is connected the structure of male 14 and distinguishes as shown in Figure 6, Figure 7 with wedge shape.
See Fig. 5, the dash area in Fig. 5 is early stripping formwork system 11 not, in addition, from figure, also can see, at concrete building plate, is also provided with the material transfer mouth 12 that at least one is communicated with upper and lower floor on 1.
When the utility model is implemented, technological process is such: at the bottom of set up → early dismantling head of template figure design → quick detach support body installations → plate, the vertical vertical rod 5 of back cord 4 → template installation (tearing partly and tear open non-morning part morning open) → reinforcing bar binding → concreting → dismounting cross bar 3, back cord 4, early stripping formwork system 2 → remove and early stripping formwork system 11 are not installed → is laid to cross bar 3.
Template figure design content comprises three part compositions, early tears part open, tears part and material transfer mouth 12 non-morning open.Early tear part open and lay early stripping formwork system 2, specification 915mm X 1183mm, early stripping formwork system 2 bottoms are supported by back cord 4, and back cord 4 is positioned on cross bar 3, while removing early stripping formwork system 2, realizes and removes cross bar 3, back cord 4 and template integrated function; Tear part non-morning open and lay not early stripping formwork system 11, specification is wide is 227mm, and early stripping formwork system 11 is not directly supported by early dismantling head, as shown in Figure 2,3; Material transfer mouth 12 design specifications 300mm X 300mm, purpose of design is in work progress, facilitates floor gap transport of materials, as shown in Figure 5.
What quick detach support body was set up sets up mode is the assembling that two people have coordinated one group of vertical vertical rod 5 and cross bar 3, form quadrangle supporting lattice, then propped up remaining supporting lattice along the horizontal supporting lattice having propped up by orthogonal or straight principle, after completing all vertical vertical rods 5 and cross bar 3, adopt hammer to strike gently tightly in cross bar 3 ends downwards.
The process of early dismantling head and base plate cross bar 3 is divided into three steps: the first step, before early dismantling head is placed, raises turnbarrel or band compass sleeve 9 placement positioning pin; Second step, when installation inserts the screw mandrel position of early dismantling head the structured steel pipe of vertical vertical rod 5, and the pallet groove on screw mandrel is put well in steel pipe top; The 3rd step, according to 500 absolute altitude lines in vertical vertical rod 5, regulates the height of early dismantling head by the pallet on rotary screw, to adapt to floor floor height and thickness of slab, then place cross bar 3, as shown in Figure 3.
It is such that early stripping formwork system 2 is installed: at the bottom of plate after cross bar 3 installations, can lay back cord 4, back cord 4 can be laid early stripping formwork system 2 after laying, should be by joining mould figure when early stripping formwork system 2 is laid, from on one side to another side block-by-block spread into, namely early stripping formwork system 2 and not early stripping formwork system 11 hocket.Lay the top elevation that should finely tune early dismantling head before early stripping formwork system not 11, make early dismantling head top steel plate and can not be not gapped between early stripping formwork system 11.
Reinforcing bar binding should be processed during with concreting like this: reinforcing bar binding is identical with common work progress with concreting, template is laid and completely can be laid reinforcing bar concreting after qualified by inspection, the mould of should sending someone to keep in concreting process, pinpoints the problems and processes in time.
While removing in advance cross bar 3, back cord 4, early stripping formwork system 2, should process like this: after concrete coagulation hardening strength reaches 2MPa, can start set up (the general time is half a day) of last layer support body, construction method is with tearing frame support body erection method above-mentioned morning open.Support body cross bar can be by removing sweep the floor bar 6 and the use of middle level cross bar of lower floor, and support body started to set up after one day, and top layer cross bar, flitch and template provide after lower template is early torn open, and the time just connects substantially.According to the intensity report of concrete test cube in the same condition, when concrete reach design strength 30% and while being not less than 7.5MPa, can carry out early-dismantling (support body sweep the floor bar and the middle part cross bar time of removing can shift to an earlier date).Morning tears the time open and temperature has compared with Important Relations, general 20 DEG C time, approximately needs 36 hours.While early tearing open, make to hit with a hammer turnbarrel or the handle with compass sleeve 9, make its notch aim at alignment pin 8, and sleeve glides, the connector of upper cartridge and main stupefied also downslide together thereupon.After the sleeve of these all early dismantling heads in region all declines, can start to remove steel pipe at the bottom of plate, flitch, template, only tear region template the non-morning at remaining vertical rod and top open.Steel pipe flitch after early tearing open is delivered to last layer turnover by material transfer mouth 12 and uses, and template cannot be transmitted by material transfer mouth 12, can set up discharging platform handling.After removing vertical vertical rod 5 and need waiting until that concrete strength reaches specification strength of mould stripping can not early stripping formwork system 11 time, and floor is while being enough to support top working load, can remove.
Certainly, be more than concrete exemplary applications of the present utility model, the utility model also has other embodiment, and all employings are equal to the technical scheme of replacement or equivalent transformation formation, within all dropping on the desired protection domain of the utility model.
Claims (4)
1. an efficient low-consume combined formwork system, it is characterized in that: its template comprises early tears part open and tears part non-morning open, early tear part open and comprise early stripping formwork system (2), tear part non-morning open and comprise not early stripping formwork system (11), early stripping formwork system (2) and not early stripping formwork system (11) are in a row alternately arranged at interval in concrete building plate (1) below; It is upper that early stripping formwork system (2) below is supported on cross bar (3) by back cord (4), and early stripping formwork system (11) supported underneath is not in vertical vertical rod (5); Described cross bar (3) two connects male (14) and wedge shape connecting key female (13) rabbeted butt joint by wedge shape, forms support system.
2. efficient low-consume combined formwork system according to claim 1, it is characterized in that: described cross bar (3) is provided with an early dismantling head with described vertical vertical rod (5) junction, early stripping formwork system (11) below is not supported in vertical vertical rod (5) by this early dismantling head.
3. efficient low-consume combined formwork system according to claim 2, it is characterized in that: described early dismantling head comprises a band compass sleeve (9) that is fixed on the screw rod (10) in described vertical vertical rod (5) and can moves up and down on this screw rod (10), and this band compass sleeve (9) is provided with the alignment pin (8) that can determine its permanent position in described vertical vertical rod (5); Described band compass sleeve (9) side be also provided with can with laterally fixing connector of described cross bar (3); Described wedge shape connects male (14) and is welded in cross bar (3) two ends, and wedge shape connects female (13) and is freely positioned on band compass sleeve (9) and can moves up and down that described early stripping formwork system (2), back cord (4) are fixed or dismounting.
4. efficient low-consume combined formwork system according to claim 1, is characterized in that: on described concrete building plate (1), be also provided with the material transfer mouth (12) that at least one is communicated with upper and lower floor.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420182565.1U CN203795831U (en) | 2014-04-16 | 2014-04-16 | Efficient low-consumption combined formwork system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201420182565.1U CN203795831U (en) | 2014-04-16 | 2014-04-16 | Efficient low-consumption combined formwork system |
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| Publication Number | Publication Date |
|---|---|
| CN203795831U true CN203795831U (en) | 2014-08-27 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201420182565.1U Withdrawn - After Issue CN203795831U (en) | 2014-04-16 | 2014-04-16 | Efficient low-consumption combined formwork system |
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| Country | Link |
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| CN (1) | CN203795831U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104131694A (en) * | 2014-04-16 | 2014-11-05 | 中建四局第五建筑工程有限公司 | Efficient and low-consumption combined formwork system and construction method thereof |
| CN110485723A (en) * | 2019-09-20 | 2019-11-22 | 天津天一建设集团有限公司 | Go up and down the adjustable free end support shuttering early removing system of lattice flatrack and construction method |
-
2014
- 2014-04-16 CN CN201420182565.1U patent/CN203795831U/en not_active Withdrawn - After Issue
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104131694A (en) * | 2014-04-16 | 2014-11-05 | 中建四局第五建筑工程有限公司 | Efficient and low-consumption combined formwork system and construction method thereof |
| CN104131694B (en) * | 2014-04-16 | 2016-06-22 | 中建四局第五建筑工程有限公司 | A kind of efficient low-consume combined formwork system and construction method thereof |
| CN110485723A (en) * | 2019-09-20 | 2019-11-22 | 天津天一建设集团有限公司 | Go up and down the adjustable free end support shuttering early removing system of lattice flatrack and construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20140827 Effective date of abandoning: 20160622 |
|
| C25 | Abandonment of patent right or utility model to avoid double patenting |