CN205857697U - The anti-form bracing constructing device hanging template - Google Patents

The anti-form bracing constructing device hanging template Download PDF

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Publication number
CN205857697U
CN205857697U CN201620760483.XU CN201620760483U CN205857697U CN 205857697 U CN205857697 U CN 205857697U CN 201620760483 U CN201620760483 U CN 201620760483U CN 205857697 U CN205857697 U CN 205857697U
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China
Prior art keywords
draconis
floor
steel
constructing
bracing
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CN201620760483.XU
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赖泽荣
黄俊峰
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Guangzhou No1 Construction Engineering Co Ltd
GUANGZHOU CONSTRUCTION CO Ltd
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Guangzhou No1 Construction Engineering Co Ltd
GUANGZHOU CONSTRUCTION CO Ltd
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Abstract

This utility model relates to the anti-form bracing constructing device hanging template, floor includes steel construction and the xoncrete structure that will pour into a mould, steel construction includes girder steel, this anti-form bracing constructing device hanging template include prefabricated concrete block, wood block filler, upper strata Os Draconis, to drawing suspension rod and lower floor's Os Draconis;Wherein, concrete block is arranged on girder steel;The height of concrete block is equal to the height of the floorslab concrete that will pour;Wherein, each concrete block arranging wood block filler, wood block filler is laid upper strata Os Draconis, upper strata Os Draconis cross over multiple girder steels;Down overhang from upper strata Os Draconis and install drawing suspension rod, corresponding lower floor's Os Draconis are installed in the bottom drawing suspension rod, lower floor's Os Draconis are laid the template of concreting.

Description

The anti-form bracing constructing device hanging template
Technical field
This utility model belongs to construction engineering field, relates to the Construction of Supporting device of a kind of concreting, especially Relate to a kind of anti-form bracing constructing device hanging template.
Background technology
At present, high-rise building, the floor construction of railroad platform many employings steel structure concrete mixed structure.Existing In technology, the concrete floor slab placement support system for the higher cast-in-place concrete floor of floor height mainly has two kinds: 1, use all round victory Floor stand, 2, employing reinforcement bar truss mould plate or profiled sheet floor support plate support.
Wherein, all round victory floor stand needs to carry out support on ground or next layer and sets up, such construction set up Long in time limit, turnover material puts into big, needs Meteorological higher, furthermore owing to taking the construction space of next layer, the construction of lower floor needs Can carry out after support removing completes, the construction of restriction lower floor;Especially for superelevation formwork, owing to all round victory support exists The potential safety hazard of stability in the large difference.
Wherein, reinforcement bar truss mould plate or composite floor with profiled steel sheet are used, it is necessary first to use the auxiliary lifting of loop wheel machine equipment, take The use of hanging device, takies the loop wheel machine vertical transport time, and mechanical one-shift is expensive;Secondly reinforcement bar truss mould plate or die mould steel The steel content of slab-type apartment building board is big, and cost is high;Furthermore reinforcement bar truss mould plate reinforcing bar binding difficulty is big;And profiled sheet floor support plate rib of slab Higher, floor construction layer thickness is big, makes building clear height reduce, underfloor surface undulate, out-of-flatness at the bottom of plate, unsightly, Floor two-way stiffness is inconsistent, and reinforcing bar binding is loaded down with trivial details, and bottom steel bar stress needs on-the-spot manual welding bar dowel, and efficiency is slow.
So, the cast-in-place concrete floor higher for steel beam support structure, floor height supports, it is desirable to provide one is more advanced Construction of Supporting device.
Utility model content
The purpose of this utility model is that the support utilizing girder steel supporting cast-in-place concrete floor providing a kind of improvement is executed The Worker's Stadium system, the most counter hangs brace type concrete blinding Construction of Supporting device, and it can be saved expense, avoid the danger of easy overall collapse Property, decreasing the duration, improve construction speed, construction quality is good.
For reaching above-mentioned purpose, this utility model adopts the following technical scheme that
The anti-form bracing constructing device hanging template, described floor includes steel construction and the xoncrete structure that will pour into a mould, Described steel construction includes girder steel, and the described anti-form bracing constructing device hanging template is characterised by: include prefabricated concrete Concrete block, wood block filler, upper strata Os Draconis, to drawing suspension rod and lower floor's Os Draconis;
Wherein, described concrete block is arranged on described girder steel;The height of described concrete block is equal to pouring The height of floorslab concrete;Wherein, each described concrete block arranges described wood block filler, described wood block filler is laid institute Stating upper strata Os Draconis, described upper strata Os Draconis cross over multiple described girder steels;From described upper strata Os Draconis, down hanging installation is described hangs drawing Bar, the described bottom to drawing suspension rod is installed corresponding described lower floor Os Draconis, is laid concreting and use on described lower floor Os Draconis Template.
Preferably, the described concrete block one_to_one corresponding on girder steel described in parallel relative each two, each described on Layer Os Draconis are placed on corresponding a series of wood block fillers, cross over parallel relative corresponding described girder steel.
Preferably, described upper strata Os Draconis are perpendicular to its described girder steel crossed over.
Preferably, the described concrete block on each described girder steel is uniformly arranged.
Preferably, described to drawing suspension rod to have suitable length, so that the upper surface of described template and described steel construction Bottom surface concordant or less than the bottom surface of described steel construction.
Preferably, each crossbeam of described steel construction arranges multiple concrete block equably, on each crossbeam Concrete block one_to_one corresponding, described upper strata Os Draconis are across each crossbeam.
Preferably, described lower floor Os Draconis include lower floor's steel pipe main joist and understorey a tree, used in making timber for boats secondary joist, described understorey a tree, used in making timber for boats Os Draconis are perpendicular to described lower floor steel pipe main joist and are positioned on described lower floor steel pipe main joist, on described understorey a tree, used in making timber for boats secondary joist Described template is set.
Preferably, described lower floor steel pipe main joist is double steel tube frameworks.
Preferably, hang through described drawing with the cross point of described understorey a tree, used in making timber for boats secondary joist at described lower floor steel pipe main joist Bar.
Preferably, described upper strata Os Draconis are double steel tube frameworks.
Features described above can combine individually or in the desired manner, occurs in technical scheme.
The beneficial effects of the utility model are: constructing device of the present utility model, after raw steel structure installation, and profit It is supported on girder steel with the precast concrete concrete block with floorslab concrete ad eundem, by upper and lower layer Os Draconis anti-dead-wood template, from And the form bracing system carrying out concreting is provided.This reduces superelevation all round victory bracing frame compared to existing technologies Set up, reduce and set up expense, avoid the danger of easy overall collapse, decrease and set up the duration, do not affect the works such as lower floor builds by laying bricks or stones The construction of sequence, improves integral construction progress;And not thickening floor construction layer, the quality of flooring bottom of the building is good, saves expense.
Accompanying drawing explanation
Fig. 1 is the schematic diagram of counter one embodiment of form bracing constructing device hanging template of this utility model.
Fig. 2 is to utilize counter one embodiment of form bracing constructing device hanging template of this utility model to carry out the vertical view constructed Figure, it is as Fig. 1, and understorey a tree, used in making timber for boats secondary joist is parallel to upper strata Os Draconis, and lower floor's steel pipe main joist is perpendicular to upper strata Os Draconis.
Fig. 3 is to utilize counter another embodiment of form bracing constructing device hanging template of this utility model to carry out the side constructed View.
Fig. 4 is to utilize what counter another embodiment of form bracing constructing device hanging template of this utility model carried out constructing to cut open View.
Fig. 5 is to utilize what counter another embodiment of form bracing constructing device hanging template of this utility model carried out constructing to bow View.In Fig. 5, Fig. 4, Fig. 3, understorey a tree, used in making timber for boats secondary joist is perpendicular to upper strata Os Draconis, and lower floor's steel pipe main joist is parallel to upper strata Os Draconis.
Detailed description of the invention
Of the present utility model embodiment is discussed in detail below in conjunction with accompanying drawing.
As Fig. 1 Fig. 5 shows the signal of the anti-form bracing constructing device (construction) hanging template of this utility model Figure.Wherein in Fig. 1 and Fig. 2, understorey a tree, used in making timber for boats secondary joist is parallel to upper strata Os Draconis, and lower floor's steel pipe main joist is perpendicular to upper strata Os Draconis; In Fig. 3-Fig. 5, understorey a tree, used in making timber for boats secondary joist is perpendicular to upper strata Os Draconis, and lower floor's steel pipe main joist is parallel to upper strata Os Draconis;Other structures The most identical, will illustrate together below.
The template constructed is steel-concrete combined structure, and it includes steel construction 80 and the xoncrete structure that will pour. Steel construction to form floor by casting concrete, it is necessary to try every possible means to have supported the template of concreting, prior art is adopted With building this traditional approach from below to up of scaffold support, also have uses the special steel knot carrying template loading end Structure, but all it is respectively arranged with shortcoming.Construction method of the present utility model and constructing device use conventional steel beam structure, utilize some parts Play counter for template, thus by simple in construction, cost is low, construct fast in the way of solve problem.
As it is shown in figure 5, steel construction 80 includes gooseneck 81 and central sill 82 (intersecting with beam vertical), it is horizontal that Fig. 2 show steel The unit that beam 81 and central sill 82 surround.As it is shown in figure 5, steel construction includes either large or small multiple such unit.
As it is shown in figure 1, the anti-form bracing constructing device hanging template include prefabricated concrete block 10, wood block filler 20, Upper strata Os Draconis 30, to drawing suspension rod 40 and lower floor's Os Draconis 50.
Wherein, concrete block 10 is arranged on girder steel 80;The height of concrete block 10 is equal to watering build floor Highly.
Wherein, each concrete block 10 arranges wood block filler 20, wood block filler 20 is laid upper strata Os Draconis 30;From upper strata dragon Bone 30 down overhangs and installs drawing suspension rod 40, and the bottom drawing suspension rod 40 is installed corresponding lower floor's Os Draconis 50, at lower floor's Os Draconis 50 The template 60 of upper laying concreting.
Preferably, concrete block 10 one_to_one corresponding on parallel relative each two girder steel, each upper strata Os Draconis 30 are put Put on corresponding a series of wood block fillers 20, cross over parallel relative corresponding gooseneck 81.Preferably, such as Fig. 2 Fig. 5 institute Show, in the present embodiment, each crossbeam 81 of steel construction 80 arranges multiple concrete block 10 equably, on each crossbeam Concrete block 10 uniformly arrange and one_to_one corresponding, upper strata Os Draconis 30 are put down each other across each crossbeam 81, each upper strata Os Draconis 30 Go and be preferably perpendicular to crossbeam 81.In the present embodiment, upper strata Os Draconis 30 are the double steel tube frameworks in upper strata.
Preferably, to drawing suspension rod 40 to have suitable length, so that the upper surface of template 60 and the bottom surface of steel construction 80 Concordant or less than the bottom surface of steel construction 80.The mattess so poured is smoother, and quality is good.
Wherein, lower floor's Os Draconis 50 include lower floor's steel pipe main joist 51 (51 ') and understorey a tree, used in making timber for boats secondary joist 52 (52 ');Lower floor Wood a tree, used in making timber for boats secondary joist 52 (52 ') is perpendicular to lower floor's steel pipe main joist 51 (51 ') and is arranged in lower floor's steel pipe main joist 51 (51 '), Template 60 is arranged on understorey a tree, used in making timber for boats secondary joist 52 (52 ').
Embodiment as shown in Figure 1 and Figure 2, the direction of lower floor's steel pipe main joist 51 is perpendicular to the double steel tube framework 30 in upper strata Direction, understorey a tree, used in making timber for boats secondary joist 52 steel tube framework 30 double with upper strata is parallel.Or, the embodiment as shown in Fig. 3 Fig. 5, lower floor The direction being oriented parallel to the double steel tube framework 30 in upper strata of steel pipe main joist 51 ', understorey a tree, used in making timber for boats secondary joist 52 ' steel pipe double with upper strata Os Draconis 30 are vertical.
Preferably, the cross point understorey a tree, used in making timber for boats secondary joist 52 (52 ') with lower floor's steel pipe main joist 51 (51 ') passes drawing Suspension rod 40.To drawing suspension rod 40 lower floor's Os Draconis 50 and template 60 to be played, by upper strata Os Draconis 30, wood block filler 20, concrete block 10 transmission power and supported by steel construction 80.
Will be described below and utilize the anti-form bracing constructing device hanging template to carry out the method constructed, retouched by following Stating, the structure of this Construction of Supporting device is the most clear.
The method utilizing the anti-form bracing constructing device hanging template of the present utility model to carry out constructing mainly includes as follows Step:
(1) precast concrete concrete block, the spacing drawn by Force Calculation after reaching design strength is positioned in described steel Liang Shang;The height of described concrete block is equal to the height of the floorslab concrete that will pour;
(2) wood block filler is set on each described concrete block set;
(3) on the described wood block filler set, lay upper strata Os Draconis, make described upper strata Os Draconis stride across a plurality of described girder steel;
(4) from the down hanging installation of described upper strata Os Draconis to drawing suspension rod, the described bottom to drawing suspension rod is installed under correspondence Layer Os Draconis;
(5) on described lower floor Os Draconis, template is laid;
(6) casting concrete.
As a example by shown in Fig. 3 Fig. 5, the anti-form bracing constructing device hanging template of the present utility model is utilized to construct Method comprise the steps:
(1) precast concrete concrete block 10, the spacing drawn by Force Calculation after reaching design strength is positioned in girder steel On so that the concrete block one_to_one corresponding on parallel relative each two girder steel.In this embodiment, it is preferred that at each horizontal stroke Multiple concrete block 10, and concrete block 10 one_to_one corresponding on each crossbeam are set on beam 81 equably.Concrete The grade of block 10 is equal to by the concrete grade of build floor to be poured;The height of concrete block 10 mixes equal to the floor that will pour The height of solidifying soil, so, after floor concrete casting is complete, these concrete blocks 10 are formed for the part into floor. Certainly in other embodiment of this utility model, it is also possible to location site corresponding on girder steel prepares concrete block, only It is that so construction time-consumingly can be many.
(2) wood block filler 20 is set on each concrete block 10 set.
(3) upper strata Os Draconis 30 (the preferably double steel tube framework in upper strata), Mei Geshang are installed on the wood block filler 20 set The double steel tube framework 30 of layer is placed on corresponding a series of wood block fillers 20, crosses over a series of girder steels of correspondence.In this embodiment In, as it is shown in figure 5, the double steel tube framework 20 in upper strata is placed on the wood block filler 20 of corresponding a line a line () in figure laterally, crosses over A series of crossbeams 81.Owing to above-mentioned concrete block 10 is uniformly placed and concrete on each crossbeam 81 on each crossbeam 81 Concrete block 10 one_to_one corresponding, in parallel with each other, arrange equably, the most each bar upper strata is double for the double steel tube framework 30 in the most each bar upper strata Steel tube framework 30 is perpendicular to its crossbeam 81 crossed over.Certainly, in other embodiment of this utility model, other can be used to arrange Mode for cloth arranges concrete block, and the double steel tube framework 30 in upper strata can also be not parallel or uneven arrangement, it is also possible to be not hang down Straight in crossbeam 81.
(4) from upper strata, double steel tube frameworks 30 are down hanging installs drawing suspension rod 40, and the bottom drawing suspension rod 40 is installed correspondence Lower floor's Os Draconis.Fig. 1 clearly shows that (simply the parts of lower floor's Os Draconis are vertical or parallel setting with upper strata Os Draconis to this structure Put difference), say, that the top drawing suspension rod 40 is fixed in the double steel tube framework 30 in upper strata (through wood block filler, concrete block By steel structure support), bottom plays lower floor's Os Draconis 50.Preferably, to drawing suspension rod 40 for split bolt, it can be revolved by spiral Rotation structure reaches height-adjustable effect.
(5) on lower floor's Os Draconis 50, template 60 is laid, for casting concrete.As shown in Figure 1 or shown in Fig. 2-5, lower floor dragon Bone 50 includes lower floor's steel pipe main joist 51 (51 ') and understorey a tree, used in making timber for boats secondary joist 52 (52 '), and understorey a tree, used in making timber for boats secondary joist 52 (52 ') is hung down Straight in lower floor's steel pipe main joist 51 (51 ') and be arranged in lower floor's steel pipe main joist 51 (51 '), template 60 is arranged on understorey a tree, used in making timber for boats On secondary joist 52 (52 ').Preferably, the surface of the template 60 and bottom surface of steel construction is concordant or less than the bottom surface of steel construction.This The bottom surface of the concrete-steel structure floor that sample pours is more smooth.
In embodiment shown in Fig. 3-Fig. 5, lower floor's steel pipe main joist 51 ' be oriented parallel to upper strata double steel tube framework 30 Direction, understorey a tree, used in making timber for boats secondary joist 52 ' steel tube framework 30 double with upper strata is vertical.And in the embodiment shown in Fig. 1, Fig. 2, lower floor's steel Pipe main joist 51 is perpendicular to the direction of the double steel tube framework 30 in upper strata, and understorey a tree, used in making timber for boats secondary joist 52 steel tube framework 30 double with upper strata is flat OK.In addition, the embodiment of Fig. 1, Fig. 2 is identical with the embodiment of Fig. 3-Fig. 5.
Preferably, the cross point of lower floor's steel pipe main joist 51 (51 ') and understorey a tree, used in making timber for boats secondary joist 52 (52 ') is through hanging drawing Bar 40.Preferably, lower floor's secondary joist 51 is also double steel tube frameworks.
Above-mentioned steps (3), (4, in (5), need steel tube framework double to upper strata, understorey a tree, used in making timber for boats secondary joist, to drawing suspension rod intensity Calculate with stress etc., to guarantee the anti-stability hanging structure and safety.These calculate those skilled in the art can be real Existing, do not tire out at this and state.
(6) assembling reinforcement casting concrete.Assembling reinforcement is with fixed structure and location.
Described above is placement concrete block, wood block filler on crossbeam, with the double steel tube framework in cross beam support upper strata Scheme, due to horizontal, vertical be relative, in other examples, naturally it is also possible to select in vertical beam place concrete Block, wood block filler, support the double steel tube framework in upper strata with vertical beam.
Above-mentioned constructing device is after original structure steel girder erection completes, and utilizes the concrete with floorslab concrete ad eundem Soil concrete block is supported on raw steel beam, hangs steady plank sheathing by the double steel tube framework of levels is counter, reduces superelevation all round victory bracing frame Setting up, that reduces all round victory bracing frame sets up expense, avoids the danger of easy overall collapse, decreases all round victory bracing frame Set up the duration, and owing to bracing frame takies the construction of the operations such as site influence lower floor of lower floor builds by laying bricks or stones, improve construction speed.
It is described above preferred embodiment of the present utility model, certainly can not limit guarantor of the present utility model with this Protect scope.Any equivalent for technical solutions of the utility model and conversion, all in protection domain of the present utility model.

Claims (10)

  1. The most anti-form bracing constructing device hanging template, described floor includes steel construction and the xoncrete structure that will pour into a mould, institute Stating steel construction and include girder steel, the described anti-form bracing constructing device hanging template ground is characterised by: include prefabricated concrete Concrete block, wood block filler, upper strata Os Draconis, to drawing suspension rod and lower floor's Os Draconis;
    Wherein, described concrete block is arranged on described girder steel;The height of described concrete block is equal to the building that will pour The height of board concrete;Wherein, each described concrete block arranges described wood block filler, described wood block filler is laid on described Layer Os Draconis, described upper strata Os Draconis cross over multiple described girder steels;Installation is down overhang described to drawing suspension rod, institute from described upper strata Os Draconis State the bottom to drawing suspension rod and corresponding described lower floor Os Draconis are installed, described lower floor Os Draconis are laid the mould of concreting Plate.
  2. 2. the anti-form bracing constructing device hanging template as claimed in claim 1, it is characterised in that: parallel relative each two Described concrete block one_to_one corresponding on described girder steel, each described upper strata Os Draconis are placed on corresponding a series of wood block fillers Above, parallel relative corresponding described girder steel is crossed over.
  3. 3. the anti-form bracing constructing device hanging template as claimed in claim 1 or 2, it is characterised in that: described upper strata Os Draconis It is perpendicular to its described girder steel crossed over.
  4. 4. the anti-form bracing constructing device hanging template as claimed in claim 1 or 2, it is characterised in that: each described girder steel On described concrete block uniformly arrange.
  5. 5. the anti-form bracing constructing device hanging template as claimed in claim 1 or 2, it is characterised in that: described to drawing suspension rod There is suitable length, so that the upper surface of described template is concordant with the bottom surface of described steel construction or is less than described steel construction Bottom surface.
  6. 6. the anti-form bracing constructing device hanging template as claimed in claim 1, it is characterised in that: every at described steel construction Multiple concrete block is set on individual crossbeam equably, the concrete block one_to_one corresponding on each crossbeam, described upper strata Os Draconis Across each crossbeam.
  7. 7. the anti-form bracing constructing device hanging template as claimed in claim 1, it is characterised in that: described lower floor Os Draconis include Lower floor's steel pipe main joist and understorey a tree, used in making timber for boats secondary joist, described understorey a tree, used in making timber for boats secondary joist is perpendicular to described lower floor steel pipe main joist and position On described lower floor steel pipe main joist, described understorey a tree, used in making timber for boats secondary joist arranges described template.
  8. 8. the anti-form bracing constructing device hanging template as claimed in claim 7, it is characterised in that: the main dragon of described lower floor steel pipe Bone is double steel tube frameworks.
  9. 9. the anti-form bracing constructing device hanging template as claimed in claim 7, it is characterised in that: described lower floor steel pipe master Os Draconis and the cross point of described understorey a tree, used in making timber for boats secondary joist are through described to drawing suspension rod.
  10. 10. the anti-form bracing constructing device hanging template as claimed in claim 1, it is characterised in that: described upper strata Os Draconis are Double steel tube frameworks.
CN201620760483.XU 2016-07-18 2016-07-18 The anti-form bracing constructing device hanging template Active CN205857697U (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106013781A (en) * 2016-07-18 2016-10-12 广州建筑股份有限公司 Slab supporting construction method and construction device by reversely suspending template

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN106013781A (en) * 2016-07-18 2016-10-12 广州建筑股份有限公司 Slab supporting construction method and construction device by reversely suspending template

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