CN205259593U - Whole spelling formula template of cast -in -place floor and support system - Google Patents
Whole spelling formula template of cast -in -place floor and support system Download PDFInfo
- Publication number
- CN205259593U CN205259593U CN201521043889.8U CN201521043889U CN205259593U CN 205259593 U CN205259593 U CN 205259593U CN 201521043889 U CN201521043889 U CN 201521043889U CN 205259593 U CN205259593 U CN 205259593U
- Authority
- CN
- China
- Prior art keywords
- template
- cast
- support
- floor
- support system
- 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.)
- Expired - Fee Related
Links
- 239000000758 substrate Substances 0.000 claims abstract description 21
- 238000011065 in-situ storage Methods 0.000 claims description 20
- 238000009416 shuttering Methods 0.000 claims description 18
- 239000003351 stiffener Substances 0.000 claims description 14
- 229910000838 Al alloy Inorganic materials 0.000 claims description 5
- 239000000956 alloy Substances 0.000 claims description 2
- 238000009434 installation Methods 0.000 abstract description 4
- 230000003014 reinforcing effect Effects 0.000 abstract 3
- 238000010276 construction Methods 0.000 description 15
- 238000009415 formwork Methods 0.000 description 11
- 239000004567 concrete Substances 0.000 description 7
- 238000000034 method Methods 0.000 description 6
- 238000005516 engineering process Methods 0.000 description 5
- 239000000463 material Substances 0.000 description 5
- 230000000694 effects Effects 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 239000012141 concentrate Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005007 materials handling Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
- 239000002023 wood Substances 0.000 description 1
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model discloses a whole spelling formula template of cast -in -place floor and support system, which comprises a substrate, the base plate around the edge respectively fixed mounting have main frame, a plurality of main rib boards have transversely evenly been arranged to the upper surface of base plate, a plurality of minor rib boards have vertically evenly been arranged to the upper surface of base plate, be provided with the template couple on the surperficial four corners position of base plate is provided with the reinforcing plate respectively and is located left reinforcing plate respectively, be located and be provided with the template bolt on the reinforcing plate on right side respectively, the utility model discloses an installation the support system of the whole spelling formula template of cast -in -place floor, support system includes independent pole setting and support pole, the upper end of independent pole setting is provided with support spanner and fixed bolt, the support pole inserts independent pole setting top is passed through fixed bolt fixed connection, support pole upper end is provided with roof support, evenly be provided with four ka dong of template couple, the installation of template bolt on the roof support.
Description
Technical field
The utility model relates to cast-in-situ floor formwork and formwork supports system technical field, specifically, relates to a kind of cast-in-situ floor entirety assembly shuttering and support system.
Background technology
The current reinforced concrete works formwork construction technology of Current Domestic is continued to use loose loose form of construction work of tearing open always, although in technical various dissimilar materials and the construction technology of having used of vertical formwork, obtain good effect and obtained general popularization in industry, but also having continued to use traditional glued board, the lumps of wood, the steel pipe construction technology as support system at the construction field of slab form always.
China's present stage mainly adopts artificial assorted faling apart to prop up to fall apart and tears mode open, uses in a large number labor service workman, and manually the amount of expending is large, and in engineering construction, circulation material waste is very large, and along with the development in domestic construction industry market, it is the trend of future development that tool-type, mechanical type template install construction.
For the construction field of slab form, not yet develop at present effective solution.
Utility model content
For the above-mentioned technical problem in correlation technique, the utility model proposes a kind of cast-in-situ floor entirety assembly shuttering and support system, can realize whole support system entirety or be divided into the mobile dismounting of several parts, technique simplifies the operation, farthest implementation toolization operation, save man power and material and drop into, meet energy-conserving and environment-protective requirement, improve the cast-in-situ template construction technology of construction speed.
For realizing above-mentioned technical purpose, the technical solution of the utility model is achieved in that
A kind of cast-in-situ floor entirety assembly shuttering, comprise substrate, the front and rear side edge of described substrate is installed with respectively main frame, the upper surface of described substrate has laterally been evenly arranged some main floors, the upper surface of described substrate has longitudinally been evenly arranged several times floor, the surperficial corner location of described substrate is respectively arranged with stiffener and is positioned on the stiffener in left side and is respectively arranged with template hook, is positioned on the stiffener on right side and is respectively arranged with template latch.
Further, on described main frame, main floor, inferior floor, be respectively arranged with some circular holes that are evenly arranged.
Further, described template hook, template latch are arranged on described stiffener by being welded and fixed.
Further, described main floor, inferior floor are arranged on described substrate by being welded and fixed.
Further, described cast-in-situ floor entirety assembly shuttering is aluminum alloy materials.
It is a kind of for the support system of described cast-in-situ floor entirety assembly shuttering is installed, described support system comprises independent vertical rod and holder strut, the upper end of described independent vertical rod is provided with holder support spanner and Fixed latches, described holder strut inserts described independent vertical rod top and is fixedly connected with by described Fixed latches, described holder strut upper end is provided with top board holder support, is evenly provided with four Ka Dong of template hook, the installation of template latch in described top board holder support.
Further, described top board holder support is provided with some armpit plates with the junction of the body of rod of described holder strut.
Further, the cross section of described armpit plate is trapezoidal.
Further, on the described body of rod, be evenly provided with the adjustment hole that some and described Fixed latches coordinates.
The beneficial effects of the utility model:
1) cast-in-situ floor entirety assembly shuttering does not need to adopt the tradition of primary and secondary skeletal frame to set up mode, saves and does not use timber and glued board in a large number, reach energy-saving and emission-reduction effect;
2) adopt independent vertical rod system, mechanized construction degree is high, and project progress is fast, improves effect more than 5 times;
3) holder support design meets the connective stability of template and support system, realizes the new system that formwork integral formula supports, and solution job site formwork and formwork supports system is stacked mixed and disorderly, and working space is narrow, improves green construction civilization degree.
Brief description of the drawings
In order to be illustrated more clearly in the utility model embodiment or technical scheme of the prior art, to the accompanying drawing of required use in embodiment be briefly described below, apparently, accompanying drawing in the following describes is only embodiment more of the present utility model, for those of ordinary skill in the art, do not paying under the prerequisite of creative work, can also obtain according to these accompanying drawings other accompanying drawing.
Fig. 1 is according to the structural representation of cast-in-situ floor entirety assembly shuttering described in the utility model embodiment;
Fig. 2 is according to the front view of cast-in-situ floor entirety assembly shuttering described in the utility model embodiment;
Fig. 3 is according to the structural representation of stiffener described in the utility model embodiment;
Fig. 4 is according to the structural representation of independent vertical rod described in the utility model embodiment;
Fig. 5 is according to the structural representation that holds in the palm strut described in the utility model embodiment;
Fig. 6 is according to the upward view that holds in the palm strut described in the utility model embodiment;
Fig. 7 supports schematic diagram according to formwork and formwork supports system described in the utility model embodiment;
Fig. 8 spells mould layout drawing according to nonstandard size described in the utility model embodiment.
In figure:
1, substrate; 2, main frame; 3, main floor; 4, inferior floor; 5, stiffener; 6, template hook; 7, template latch; 8, independent vertical rod; 9, holder strut; 10, holder support spanner; 11, Fixed latches; 12, top board holder support; 13, Ka Dong; 14, armpit plate; 15, adjustment hole; 16, the body of rod; 17, cast-in-place concrete floor; 18, diagonal brace.
Detailed description of the invention
Below in conjunction with the accompanying drawing in the utility model embodiment, the technical scheme in the utility model embodiment is clearly and completely described, obviously, described embodiment is only the utility model part embodiment, instead of whole embodiment. Based on the embodiment in the utility model, the every other embodiment that those of ordinary skill in the art obtain, belongs to the scope that the utility model is protected.
As shown in Figure 1-2, according to a kind of cast-in-situ floor entirety assembly shuttering described in the utility model embodiment, comprise substrate 1, the front and rear side edge of described substrate 1 is installed with respectively main frame 2, the upper surface of described substrate 1 has laterally been evenly arranged some main floors 3, and be longitudinally evenly arranged several times floor 4, the surperficial corner location of described substrate 1 is respectively arranged with stiffener 5, on the stiffener 5 in described substrate 1 left side, be respectively arranged with template hook 6, on the stiffener 5 on described substrate 1 right side, be respectively arranged with template latch 7.
This template adopts aluminum alloy mould plate, template size can be selected 1500*900,1800*600,1500*600, on described main frame 2, main floor 3, inferior floor 4, be respectively arranged with some circular holes that are evenly arranged, can select the floor hole of 60*80, primary and secondary rib (for example, h=150mm), to increase the integral rigidity of template, lateral frame board, main floor, inferior floor adopt the high-strength aluminium alloy plate material that wall thickness is 3mm.
Described template hook 6, template latch 7 are arranged on described stiffener 5 by being welded and fixed, as shown in Figure 3, and the installation site location positioning by a dotted line of template hook 6, template latch 7; Described main floor 3, inferior floor 4 are arranged on described substrate 1 by being welded and fixed, and all adopt high-intensity welding to ensure integrated connection stability, and template hook, template latch adopt circular high-strength aluminum alloy to make.
As shown in Figure 4 and Figure 5, described in the embodiment of the present invention for the support system of described cast-in-situ floor entirety assembly shuttering is installed, described support system comprises independent vertical rod 8 and holder strut 9, the upper end of described independent vertical rod 8 is provided with holder support spanner 10 and Fixed latches 11, described holder strut 9 inserts described independent vertical rod 8 tops and is fixedly connected with by described Fixed latches 11, described holder strut 9 upper ends are provided with top board holder support 12, in described top board holder support 12, be evenly provided with and described template hook 6, four card holes 13 that template latch 7 is installed, determining as shown in Figure 6 of Ka Dong position, determine described Ka Dong position by dotted line position in figure.
Described top board holder support 12 is provided with some armpit plates 14 with the junction of the body of rod 16 of described holder strut 9, the cross section of described armpit plate 14 is trapezoidal, on the described body of rod 16, be evenly provided with the adjustment hole 15 that some and described Fixed latches 11 coordinates, the size of top board holder support 12 is chosen as 120*120*10mm, the size of holder strut is chosen as 48.3*3.6mm, the size of independent vertical rod is chosen as 60*4.8mm, and template thickness can be to ensure in bearing load situation, and distortion amount of deflection meets the requirements.
Understand technique scheme of the present utility model for convenient, below by technique scheme of the present utility model being elaborated in concrete occupation mode.
As shown in Figure 7, in the time of concrete use, from one side of wall limit, select the independent vertical rod of proper height according to structure roof absolute altitude, to ask strut to insert independent vertical rod top fixes by Fixed latches, assembling after two independent vertical rods, by top board holder support 12 holder support cast-in-place concrete floors 17, skew support 18 fixed dimensions, to ensure strict size between holder support, be fixed on apart from the position of the template modulus in wall limit with tripod, having template to link up with a side template with ribbing hangs in the card hole of top board holder support of independent vertical rod top, then fixedly make two independent vertical rods realize independent holder support near wall limit with tripod, the template latch of template opposite side with ribbing is inserted in the card hole of top board holder support, assembledly complete a template, regulate first template to absolute altitude position.
Pay special attention to the selection of template and top board holder support connecting hole position: when a roof plate template is supported in (1) top board holder support, template contact is holder support area all; (2) when two roof plate templates are supported in top board holder support, each template contact 1/2 holder support area. (3) when four templates are supported in top board holder support, each template contact 1/4 holder support area.
Then assembled other templates successively. In assembled process, the order of operation starts from wall limit until in the middle of nonstandard size is stayed, as shown in figure accompanying drawing 8, nonstandard size body series adopts traditional primary-secondary beam to set up laying top board, for setting up position, this new type formwork primary and secondary back cord has reserved directly support keel of hole, 50*70 side. Adopt keel directly to install and set up for the not upright position of building standard width of a room in an old-style house size.
When form removable, first remove the tripod of independent vertical rod, extracting the fixing formwork elevation measuring that reduces of holder strut latch out makes template separate with concrete roof contact-making surface, first remove nonstandard template part, then remove wall limit from nonstandard template part successively, method for dismounting is to take out the holder strut that latch connects, and one of template is fallen in the template of taking out another sideband hook. Until remove last vertical rod of root independence and template.
Advance and the economical, societal benefits of the comparison of the novel described product of this use and domestic and international product of the same type have:
1, energy-saving and emission-reduction (reducing the use of timber);
2, improve work efficiency, reduce working time and labour's input that workman installs, removes;
3, concentrate processing, recycle, reduce template construction cost;
4, rigidity is large, piece is few, stability is large, precision is high, greatly improves concrete formation quality, reaches the effect of clear-water concrete;
5, support bar is relatively few, and operating space is large, and personnel are current, materials handling is unimpeded, and field management is convenient;
6, quality of materials is light, easy construction, reduce to building site vertical transport system use.
The foregoing is only preferred embodiment of the present utility model; not in order to limit the utility model; all within spirit of the present utility model and principle, any amendment of doing, be equal to replacement, improvement etc., within all should being included in protection domain of the present utility model.
Claims (9)
1. a cast-in-situ floor entirety assembly shuttering, comprise substrate (1), it is characterized in that, the front and rear side edge of described substrate (1) is installed with respectively main frame (2), the upper surface of described substrate (1) has laterally been evenly arranged some main floors (3), the upper surface of described substrate (1) has longitudinally been evenly arranged several times floor (4), the surperficial corner location of described substrate (1) is respectively arranged with stiffener (5) and is positioned on the stiffener (5) in left side and is respectively arranged with template hook (6), be positioned on the stiffener (5) on right side and be respectively arranged with template latch (7).
2. cast-in-situ floor entirety assembly shuttering according to claim 1, is characterized in that, on described main frame (2), main floor (3), inferior floor (4), is respectively arranged with some circular holes that are evenly arranged.
3. cast-in-situ floor entirety assembly shuttering according to claim 1, is characterized in that, described template hook (6), template latch (7) are weldingly fixed on described stiffener (5).
4. cast-in-situ floor entirety assembly shuttering according to claim 1, is characterized in that, described main floor (3), inferior floor (4) are weldingly fixed on described substrate (1).
5. cast-in-situ floor entirety assembly shuttering according to claim 1, is characterized in that, described cast-in-situ floor entirety assembly shuttering is aluminum alloy materials.
6. one kind for installing the support system of cast-in-situ floor entirety assembly shuttering described in claim 1-5 any one, it is characterized in that, described support system comprises independent vertical rod (8) and holder strut (9), the upper end of described independent vertical rod (8) is provided with holder support spanner (10) and Fixed latches (11), described holder strut (9) inserts described independent vertical rod (8) top and is fixedly connected with by described Fixed latches (11), described holder strut (9) upper end is provided with top board holder support (12), in described top board holder support (12), be evenly provided with template hook (6), four Ka Dong (13) that template latch (7) is installed.
7. support system according to claim 6, is characterized in that, described top board holder support (12) is provided with some armpit plates (14) with the junction of the body of rod (16) of described holder strut (9).
8. support system according to claim 7, is characterized in that, the cross section of described armpit plate (14) is trapezoidal.
9. support system according to claim 8, is characterized in that, is evenly provided with the adjustment hole (15) that some and described Fixed latches (11) coordinates on the described body of rod (16).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521043889.8U CN205259593U (en) | 2015-12-15 | 2015-12-15 | Whole spelling formula template of cast -in -place floor and support system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521043889.8U CN205259593U (en) | 2015-12-15 | 2015-12-15 | Whole spelling formula template of cast -in -place floor and support system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205259593U true CN205259593U (en) | 2016-05-25 |
Family
ID=56001127
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521043889.8U Expired - Fee Related CN205259593U (en) | 2015-12-15 | 2015-12-15 | Whole spelling formula template of cast -in -place floor and support system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205259593U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499173A (en) * | 2016-11-29 | 2017-03-15 | 中铁上海工程局集团有限公司 | Based on the aluminum alloy mould plate mechanism that BIM technology is used for building floor construction |
| CN110453913A (en) * | 2019-09-06 | 2019-11-15 | 伍伟中 | Top-hung horizontal formwork system and construction method thereof |
| CN111677173A (en) * | 2020-06-15 | 2020-09-18 | 银广厦集团有限公司 | Post-pouring construction method for main steel structure interpenetration and basement ribbed floor |
-
2015
- 2015-12-15 CN CN201521043889.8U patent/CN205259593U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106499173A (en) * | 2016-11-29 | 2017-03-15 | 中铁上海工程局集团有限公司 | Based on the aluminum alloy mould plate mechanism that BIM technology is used for building floor construction |
| CN106499173B (en) * | 2016-11-29 | 2018-12-18 | 中铁上海工程局集团有限公司 | The aluminum alloy mould plate mechanism of building floor construction is used for based on BIM technology |
| CN110453913A (en) * | 2019-09-06 | 2019-11-15 | 伍伟中 | Top-hung horizontal formwork system and construction method thereof |
| CN111677173A (en) * | 2020-06-15 | 2020-09-18 | 银广厦集团有限公司 | Post-pouring construction method for main steel structure interpenetration and basement ribbed floor |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104060825B (en) | Adjustable general stair template | |
| CN205259593U (en) | Whole spelling formula template of cast -in -place floor and support system | |
| CN204960296U (en) | Adjustable shaped steel stencil assembly | |
| CN105089192B (en) | A kind of detachable bed die steel bar truss floor support plate and its assembly method | |
| CN208396106U (en) | Detachable bed die steel bar truss floor support plate | |
| CN105735625A (en) | Side form supporting system for terrace construction | |
| CN203878995U (en) | Side wall stair formwork | |
| CN202220434U (en) | Aluminum-alloy building formwork component | |
| CN207314830U (en) | Shear force wall negative and positive angle construction mould | |
| CN205088951U (en) | Many function combination jackscrew | |
| CN204687050U (en) | A kind of mould of precast concrete rectangular beam | |
| CN104295089A (en) | Support system of cast-in-place concrete GBF honeycomb core dense-rib floor system | |
| CN105839914A (en) | Adjustable steel beam supporting device and adjustable steel beam supporting system | |
| CN103225394A (en) | Big wood template construction method of indoor constructional engineering shear wall | |
| CN106401176A (en) | Steel-wood combination roof moldboard framework construction method | |
| CN205046843U (en) | Reinforcing apparatus's stair template of marking time in middle of installation | |
| CN203977864U (en) | Can repeat the stair template that turnover is used | |
| CN204199509U (en) | Thin-walled square chest float Structure | |
| CN210659296U (en) | Pouring funnel | |
| CN111042519B (en) | Early dismantling system for floor slab template beam-containing and plate-structure building | |
| CN208950305U (en) | A kind of assembly concrete beam forms structure and its support system | |
| CN208996473U (en) | A kind of supporter of erecting plate | |
| CN207499422U (en) | Toilet drop crab bolt, which is fixed to repeat, utilizes steel form constructing device | |
| CN208763401U (en) | The inner corner trim formwork for placing structure of concrete slope roofing | |
| CN110439300A (en) | Simple, quick and efficient beam-penetrating steel sleeve pre-embedded structure and construction method thereof |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160525 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |