CN205558262U - Floor concrete form strutting arrangement - Google Patents
Floor concrete form strutting arrangement Download PDFInfo
- Publication number
- CN205558262U CN205558262U CN201620118694.3U CN201620118694U CN205558262U CN 205558262 U CN205558262 U CN 205558262U CN 201620118694 U CN201620118694 U CN 201620118694U CN 205558262 U CN205558262 U CN 205558262U
- Authority
- CN
- China
- Prior art keywords
- flitch
- extensible upright
- template
- upright rod
- steel
- 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
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Abstract
The utility model discloses a floor concrete form strutting arrangement installs in the template below that is used for holding concrete floor, and it includes the flexible pole setting of many vertical settings, a plurality of suit connector link, connecting rod and a plurality of bolt that be used for connector link location of many bearings between the connector link in flexible pole setting, be equipped with first flitch in the gap between per two templates, first flitch supports on a support fixing device, and the top asks fixing device to install the flexible pole setting top in the support body structure, template below interval is equipped with many second flitches, and the second flitch supports on the connecting rod of support body structure top, the utility model discloses a formwork support device time of buildding is short, and the support body structure safe and reliable that builds provides firm support to the template of floor concrete, the concrete floor high quality of formation, and the template of floor concrete can be dismantled in advance and transfer to other floors and use simultaneously, has improved construction efficiency greatly.
Description
Technical field
This utility model technical field of building construction, refers specifically to a kind of floorslab concrete mould plate supporting device.
Background technology
Armored concrete is the most important tectonic position in house, and building safety uses the length of time to depend on
Mass property in armored concrete；Cast-in-place concrete, its support shuttering is usually needed in construction
And in place of the fixing or support means of template is the key affecting concrete formation.In prior art, building
The mould plate supporting device of board concrete is built time-consuming, the most firm, and construction industry accident easily occurs, and
Protruding easily occurs in the concrete floor that end form becomes, and concrete comb pitted skin is more, needs to pick chisel, and impact is built
Build quality and construction efficiency.
Summary of the invention
The purpose of this utility model is to provide a kind of floorslab concrete mould plate supporting device, to floor coagulation
The template of soil provides and firmly supports, and mould plate supporting device is built easily and fast simultaneously, and it is mixed that raising is formed
The quality of solidifying Tulou plate.
For achieving the above object, the floorslab concrete mould plate supporting device designed by this utility model, install
For holding below the template of concrete floor, it includes many vertically arranged Extensible upright rod, multiple
Connecting rod between junction button of the junction button that is set in Extensible upright rod, many supports and multiple for
The latch of junction button location, it is characterized in that
Described Extensible upright rod is square pipe structure, and described Extensible upright rod side opening is provided with multiple for inserting
The jack of latch；
Described junction button includes that the square bar sleeve pipe being sleeved in Extensible upright rod and vertical welding are in described square
U-shaped steel catching groove on four sides of steel thimble, the notch of each described U-shaped steel catching groove is used for support connecting rod,
It is welded with strengthening steel slab between bottom land outer surface and the square bar sleeve pipe side of each described U-shaped steel catching groove,
The interior volume that bottom land outer surface, square bar sleeve pipe side and the strengthening steel slab of described U-shaped steel catching groove surrounds
Also it is welded with reinforcing steel ring；
Described many Extensible upright rod, multiple junction button, many connecting rods and multiple latch are combined into each other
Frame structure；And:
Being provided with the first flitch in gap between template described in each two, described first flitch is supported on jacking
In fixing device, described jacking fixing device is arranged on the Extensible upright rod top of described frame structure；Described
Being interval with many second flitches below template, described second flitch is supported on described frame structure top
Connecting rod on；
Described jacking fixing device includes screw rod and the nut being set on screw rod, and one end of described screw rod is solid
Determining jacking steel plate, the described screw rod other end inserts in corresponding Extensible upright rod apex cavity；Described nut is then
It is shelved on the end face of Extensible upright rod top.
Further, in described Extensible upright rod apex cavity, also welding is provided with at least one of which pipe or square tube
Structure, holds various sizes of nut to adapt to shelve.Owing to some square pipe bores are relatively big, therefore,
At least one of which pipe or rhs-structure can be welded therein, reduce bore, may finally shelve and hold
Nut.
Further, the square bar sleeve pipe side that the groove bottom of described U-shaped steel catching groove is corresponding with it
It is weldingly connected, leaves between the two side of described U-shaped steel catching groove and its corresponding square bar sleeve pipe side
Fixing clearance.
Further, described connecting rod is made up of square steel tube and the clamping steel plate being welded in square steel tube both ends,
Described clamping steel plate is rectangular, and its long limit size is more than the cross section size dimension of square steel tube.So connecting rod
The long limit of clamping steel plate can embed above-mentioned fixing clearance, to prevent connecting rod to be installed on U-shaped steel catching groove
After in groove, there is relative movement；
Preferably, described latch is the U-shape structure of reinforcing bar coiling.
Preferably, the spacing of multiple jacks that described Extensible upright rod side is offered is 50mm, and aperture is
14mm。
Further, described first flitch be cross section be trapezoidal column structure, its trapezoidal cross-section
Upper base is more than bottom, and on it, the one side at place, base abuts with the concrete floor of top, and it is gone to the bottom
The one side at place, limit abuts with the jacking steel plate of jacking fixing device.This trapezoidal design, its trapezoidal horizontal stroke
The upper base in cross section is more than bottom, so can be with the dismounting of more convenient template.
Further, described second flitch be cross section be the column structure of rectangle, its upper side and template
Abutting, its downside abuts with the connecting rod of described frame structure top.
Operation principle of the present utility model is as follows:
Many Extensible upright rod are vertically stood in ground or other support meanss, after latch inserts jack, then
Junction button set loads the surface of Extensible upright rod again, and latch can block junction button so that it is and do not glide and consolidate
It is scheduled in Extensible upright rod；The most again connecting rod is arranged in the U-shaped steel catching groove of junction button, they groups each other
Conjunction is built into frame structure；Many second flitches are laid at the connecting rod upper surface interval of the frame structure of top,
Jacking fixing device is installed on the top of Extensible upright rod, by regulating the nut of jacking fixing device, Jin Erke
Regulate the upper-lower height of its jacking steel plate, the most again the first flitch is erected on jacking steel plate；Finally will
Template is layed on the second flitch, and the gap width between template is just cross section upper of the first flitch
Base size.Erection just can be with casting concrete after completing.
The erection of the first flitch, can facilitate the dismounting of template, the usual floorslab concrete demoulding need 15 to
The time of about 20 days；After using the first flitch of the present utility model, do not affecting concrete formation quality
In the case of, can carry and first dismantle template and the second flitch the last week, and directly be propped up by the first flitch
Support floorslab concrete；The template so disassembled and the second flitch can be transferred to other floors and use,
Substantially increase construction efficiency.
The utility model has the advantage of: it is short that mould plate supporting device builds the time, the frame structure peace built
Complete reliable, the template of floorslab concrete is provided firmly support, the concrete floor quality of formation is high,
The template of floorslab concrete can be dismantled in advance and transfer to the use of other floors simultaneously, substantially increases building
Efficiency of construction, also reduces cost.
Accompanying drawing explanation
Fig. 1 is the perspective view of a kind of floorslab concrete mould plate supporting device；
Fig. 2 is the main TV structure schematic diagram of Fig. 1；
Fig. 3 is the structure for amplifying schematic diagram of a-quadrant in Fig. 2；
Fig. 4 is the perspective view of junction button in Fig. 1；
Fig. 5 is the main TV structure schematic diagram of Fig. 4；
Fig. 6 is the perspective view of connecting rod in Fig. 1；
Fig. 7 is the perspective view of latch in Fig. 1；
In figure, Extensible upright rod 1, jack 1a, junction button 2, square bar sleeve pipe 2a, U-shaped steel catching groove 2b,
Strengthening steel slab 2c, reinforcing steel ring 2d, connecting rod 3, square steel tube 3a, clamping steel plate 3b, latch 4, template
5, first flitch the 6, second flitch 7, jacking fixing device 8, screw rod 8a, nut 8b, jacking steel plate
8c, concrete floor 9.
Detailed description of the invention
With specific embodiment, this utility model is described in further detail below in conjunction with the accompanying drawings:
As shown in Figures 1 to 7, a kind of floorslab concrete mould plate supporting device, it is arranged on for holding mixed
Below the template 5 of solidifying Tulou plate 9, it includes that many vertically arranged Extensible upright rod 1, multiple being set in are stretched
Connecting rod 3 between junction button 2 of junction button 2 in contracting vertical rod 1, many supports and multiple for even
Connecing the latch 4 of button 2 location, it is characterized in that
Described Extensible upright rod 1 is square pipe structure, described Extensible upright rod 1 side opening be provided with multiple for
Insert the jack 1a of latch 4；The spacing of multiple jack 1a is 50mm, and aperture is 14mm；
Described junction button 2 includes that the square bar sleeve pipe 2a being sleeved in Extensible upright rod 1 and vertical welding are in institute
State the U-shaped steel catching groove 2b on tetra-sides of square bar sleeve pipe 2a, the groove of each described U-shaped steel catching groove 2b
Mouth is for support connecting rod 3, the bottom land outer surface of each described U-shaped steel catching groove 2b and square bar sleeve pipe 2a
Strengthening steel slab 2c, the bottom land outer surface of described U-shaped steel catching groove 2b, square steel bushing it is welded with between side
The interior volume that pipe 2a side and strengthening steel slab 2c surround also is welded with reinforcing steel ring 2d；Described U-shaped steel
Catching groove 2b is U-type groove steel construction；
Described many Extensible upright rod 1, multiple junction button 2, many connecting rods 3 and multiple latch 4 are each other
It is combined into frame structure；And:
Being provided with the first flitch 6 in gap between template 5 described in each two, described first flitch 6 is supported on
In jacking fixing device 8, described jacking fixing device 8 is arranged on the Extensible upright rod 1 of described frame structure
Top；Being interval with many second flitches 7 below described template 5, described second flitch 7 is supported on described
On the connecting rod 3 of frame structure top；
Described first flitch 6 is trapezoidal column structure in cross section, and the upper base of its trapezoidal cross-section is big
In bottom, on it, the one side at place, base abuts with the concrete floor 9 of top, its place, bottom
One side abut with the jacking steel plate 8c of jacking fixing device 8；
Described second flitch 7 is the column structure of rectangle in cross section, and its upper side abuts with template 5,
Its downside abuts with the connecting rod 3 of described frame structure top；
Described jacking fixing device 8 includes screw rod 8a and the nut 8b being set on screw rod 8a, described spiral shell
Jacking steel plate 8c is fixed in one end of bar 8a, and the described screw rod 8a other end inserts corresponding Extensible upright rod 1 and pushes up
In portion's cavity；Described nut 8b is then shelved on the end face of Extensible upright rod 1 top；
In described Extensible upright rod 1 apex cavity, also welding is provided with at least one of which pipe or rhs-structure, with
Adapt to shelve hold various sizes of nut 8b；
The groove bottom of described U-shaped steel catching groove 2b is while the square bar sleeve pipe 2a side corresponding with it is welded
It is connected, stays between the two side of described U-shaped steel catching groove 2b and its corresponding square bar sleeve pipe 2a side
There is fixing clearance；
Described connecting rod 3 is made up of square steel tube 3a and the clamping steel plate 3b being welded in square steel tube 3a both ends,
Described clamping steel plate 3b is rectangular, its long limit size cross section size dimension more than square steel tube 3a；
Described latch 4 is the U-shape structure of reinforcing bar coiling；
The present embodiment operation principle:
Many Extensible upright rod 1 are vertically stood in ground or other support meanss, reach floor template 5 and support
Required height, after latch 4 inserts jack 1a, then is overlapped junction button 2 by square bar sleeve pipe 2a
Loading the surface of Extensible upright rod 1, latch 4 can block junction button 2 so that it is does not glides and is fixed on flexible
In vertical rod 1；Connecting rod 3 is arranged in the U-shaped steel catching groove 2b of junction button 2 the most again, and clamping steel plate
The long limit of 3b embeds in the space of junction button 2；They combinations with one another are built into frame structure；Top
Many mutual second flitches 7, the spiral shell of jacking fixing device 8 are laid in the connecting rod 3 upper surface interval of frame structure
Female 8b is shelved on the top end face of Extensible upright rod 1, and screw rod 8a stretches into Extensible upright rod 1, by regulation
The nut 8b of jacking fixing device 8, and then the upper-lower height of scalable jacking steel plate 8c, the most again by
One flitch 6 is erected on jacking steel plate 8c, when the first flitch 6 sets up, it is desirable to the upper end of trapezoidal cross-section
Limit is more than bottom；Finally template 5 is layed on the second flitch 7, and the gap width between template 5
It it is just the upper base size of the trapezoidal cross-section of the first flitch 6.Erection just can pour coagulation after completing
Soil.
Claims (8)
1. a floorslab concrete mould plate supporting device, is arranged on for holding concrete floor (9)
Template (5) lower section, it includes many vertically arranged Extensible upright rod (1), multiple is set in telescopic vertical
Connecting rod (3) between junction button (2) of junction button (2) on bar (1), many supports and
Multiple latches (4) positioned for junction button (2), it is characterised in that:
Described Extensible upright rod (1) is square pipe structure, and described Extensible upright rod (1) side opening is provided with many
The individual jack (1a) for inserting latch (4)；
Described junction button (2) includes the square bar sleeve pipe (2a) being sleeved in Extensible upright rod (1) and hangs down
Directly it is welded in the U-shaped steel catching groove (2b) on described four sides of square bar sleeve pipe (2a), each described
The notch of U-shaped steel catching groove (2b) is used for support connecting rod (3), each described U-shaped steel catching groove (2b)
Strengthening steel slab (2c) it is welded with between bottom land outer surface and square bar sleeve pipe (2a) side, described U-shaped
The bottom land outer surface of steel catching groove (2b), square bar sleeve pipe (2a) side and strengthening steel slab (2c) surround
Interior volume also be welded with reinforcing steel ring (2d)；
Described many Extensible upright rod (1), multiple junction button (2), many connecting rods (3) and multiple latch
(4) frame structure it is combined into each other；And:
Gap between template described in each two (5) is provided with the first flitch (6), described first flitch
(6) being supported in jacking fixing device (8), described jacking fixing device (8) is arranged on described support body
Extensible upright rod (1) top of structure；Described template (5) lower section is interval with many second flitches (7),
Described second flitch (7) is supported on the connecting rod (3) of described frame structure top；
Described jacking fixing device (8) includes screw rod (8a) and the nut (8b) being set on screw rod (8a),
Jacking steel plate (8c) is fixed in one end of described screw rod (8a), and it is right that described screw rod (8a) other end inserts
In Extensible upright rod (1) apex cavity answered；Described nut (8b) is then shelved on Extensible upright rod (1) top
On end surface.
Floorslab concrete mould plate supporting device the most according to claim 1, it is characterised in that: described
In Extensible upright rod (1) apex cavity, also welding is provided with at least one of which pipe or rhs-structure, to adapt to put
Put and hold various sizes of nut (8b).
Floorslab concrete mould plate supporting device the most according to claim 1, it is characterised in that: described
The groove bottom of U-shaped steel catching groove (2b) is while phase is welded in square bar sleeve pipe (2a) side corresponding with it
Even, square bar sleeve pipe (2a) side that the two side of described U-shaped steel catching groove (2b) is corresponding with it it
Between leave fixing clearance.
Floorslab concrete mould plate supporting device the most according to claim 3, it is characterised in that: described
Connecting rod (3) is by square steel tube (3a) and clamping steel plate (3b) group that is welded in square steel tube (3a) both ends
Becoming, described clamping steel plate (3b) is rectangular, and its long limit size is more than the cross section limit of square steel tube (3a)
Long size.
Floorslab concrete mould plate supporting device the most according to claim 1, it is characterised in that: described
Latch (4) is the U-shape structure of reinforcing bar coiling.
Floorslab concrete mould plate supporting device the most according to claim 1, it is characterised in that: described
The spacing of multiple jacks (1a) that Extensible upright rod (1) side is offered is 50mm, and aperture is 14mm.
Floorslab concrete mould plate supporting device the most according to claim 1, it is characterised in that: described
First flitch (6) is trapezoidal column structure in cross section, and the upper base of its trapezoidal cross-section is more than going to the bottom
Limit, on it, the one side at place, base abuts with the concrete floor (9) of top, the one of its place, bottom
Face abuts with the jacking steel plate (8c) of jacking fixing device (8).
Floorslab concrete mould plate supporting device the most according to claim 1, it is characterised in that: described
Second flitch (7) is the column structure of rectangle in cross section, and its upper side abuts with template (5), its
Downside abuts with the connecting rod (3) of described frame structure top.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620118694.3U CN205558262U (en) | 2016-02-05 | 2016-02-05 | Floor concrete form strutting arrangement |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620118694.3U CN205558262U (en) | 2016-02-05 | 2016-02-05 | Floor concrete form strutting arrangement |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205558262U true CN205558262U (en) | 2016-09-07 |
Family
ID=56821979
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620118694.3U Expired - Fee Related CN205558262U (en) | 2016-02-05 | 2016-02-05 | Floor concrete form strutting arrangement |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205558262U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110005195A (en) * | 2019-05-10 | 2019-07-12 | 山东省兴瑞进出口有限公司 | A kind of supporting mechanism for the disassembly of concrete blinding Fast Installation |
| CN110439268A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | Integral support system and its construction method based on Prefabricated stacking floor |
| CN111719890A (en) * | 2020-06-02 | 2020-09-29 | 东莞市大乘建筑工程技术有限公司 | Floor reinforcing and supporting system |
| CN114033160A (en) * | 2021-10-26 | 2022-02-11 | 吴选勤 | Adjustable combined template |
-
2016
- 2016-02-05 CN CN201620118694.3U patent/CN205558262U/en not_active Expired - Fee Related
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110439268A (en) * | 2018-05-02 | 2019-11-12 | 深圳市前海胜德建筑科技有限公司 | Integral support system and its construction method based on Prefabricated stacking floor |
| CN110005195A (en) * | 2019-05-10 | 2019-07-12 | 山东省兴瑞进出口有限公司 | A kind of supporting mechanism for the disassembly of concrete blinding Fast Installation |
| CN110005195B (en) * | 2019-05-10 | 2023-12-15 | 山东省兴瑞进出口有限公司 | Supporting mechanism for rapid mounting and dismounting of concrete formwork |
| CN111719890A (en) * | 2020-06-02 | 2020-09-29 | 东莞市大乘建筑工程技术有限公司 | Floor reinforcing and supporting system |
| CN114033160A (en) * | 2021-10-26 | 2022-02-11 | 吴选勤 | Adjustable combined template |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160907 Termination date: 20170205 |