CN208380099U - Concrete casting device - Google Patents
Concrete casting device Download PDFInfo
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- CN208380099U CN208380099U CN201820866949.3U CN201820866949U CN208380099U CN 208380099 U CN208380099 U CN 208380099U CN 201820866949 U CN201820866949 U CN 201820866949U CN 208380099 U CN208380099 U CN 208380099U
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Abstract
The utility model belongs to outer wall template constructing device technical field, more particularly to a kind of concrete casting device, including the inner side template being oppositely arranged and outboard template and several split bolt external members, inner side template is made of several whole plates that ranked first spliced from bottom to up, outboard template is made of several whole plates that ranked second spliced from bottom to up, the first plastic strip and the second plastic strip are respectively equipped between the second adjacent whole plate between the first adjacent whole plate, first plastic strip and the second plastic strip offer several first through hole and the second through-hole respectively, each split bolt external member both ends are arranged in respectively in first through hole and the second through-hole.The concrete casting device of the utility model, it is not required to drill when the first whole plate and the second whole plate assembly, it is low to the first whole plate and the second whole plate destructiveness, first whole plate and the second whole plate and split bolt external member are easy for assemble or unload simple, save manpower consumption, first whole plate and the second whole plate turnover rate are high, substantially reduce construction cost.
Description
Technical field
The utility model belongs to outer wall template constructing device technical field more particularly to a kind of concrete casting device.
Background technique
One of maximum industry of construction industry effect on environment, with the continuous improvement that China requires architectural engineering technology with
And the great attention to environmental management, green construction implement the important means of sustainable development as construction industry, have become row
The inexorable trend of industry development, to carry out national green construction policy, this engineering passes through the detailed planning of new technology, reaches green
Color construction reduces material and energy consumption.Be to the demand of template in Process of Engineering Construction it is very big, effectively improve template week
Rate of rotation improves template service life, is one of the emphasis that project realizes green construction cost efficiency.
Building Trade in China economic total volume has had reached a relatively high level at present, however is pulling domestic demand, promoting
While economic development, very big technology repetition, resource consumption, rubbish generation, the influence to ambient enviroment are still remained
The problems such as.Sustainable development and green low-carbon live in nowadays be the whole nation from the leadership to the masses common recognition idea, while be also society hair
Nowadays China's economic strength rapidly develops the inevitable requirement of exhibition, and gross national product constantly rises, and GDP per capita increasingly increases
It is long, however it is still huge to the consumption of the energy daily, and energy-saving and emission-reduction are to implement the creed of national people's production work always.Cause
This, carrying out green construction is a kind of imperative trend.Template is widely used national each as a kind of construction material
It is a kind of indispensable material in construction site.However nowadays outer wall template loss is in work progress at this stage
A kind of inevitable phenomenon.In the construction process, it is often necessary to carry out the operation such as punching on template surface, to mould material
There is certain destructiveness, reduces the turnover rate of material, improve cost.
Currently, it is big to wall form demand in the work progress of shear wall, and especially outer wall formwork of basement is constructed
In the process, it need to drill in template surface when placing to drawing sealing up screw, cause the number of turnover of template to drop the destruction of template
Low while current outer wall template construction is also extremely cumbersome in actual operation, (it needs that first Screw arbor with nut at both-ends is placed in reinforcing bar,
Again by the stencil alignment holes eye after aperture, then template is installed).Current template construction technique again apply by the polishing of later period structure
It there is a problem that difficulty is arranged in clear water wall aesthetics difference and template inner support during work.
Utility model content
The purpose of this utility model is to provide a kind of concrete casting devices, it is intended to solve outer wall mould in the prior art
The technical problem that the loss of plate is big and turnover rate is low.
A kind of in order to achieve the above purposes, the technical solution adopted by the utility model is: concrete casting device,
Including inner side template, outboard template and several split bolt external members being oppositely arranged, the inner side template and
Concreting space is formed between the outboard template, each split bolt external member runs through the concreting space simultaneously
It wears out outside the inner side template and the outboard template；The inner side template includes several first whole plates, and each described first
Whole plate splices connection from bottom to up, and the first plastic strip, first plastic strip are equipped in the piece of adjacent first whole plate
On along the length direction of first plastic strip offer several first through hole；The outboard template includes that several are second whole
Plate, each second whole plate splice connection from bottom to up, are equipped with the second plastic strip, institute in the piece of adjacent second whole plate
State the second plastic strip be equipped with each one-to-one second through-hole in first through hole position, each split bolt external member
One end is arranged in the first through hole, and the other end of each split bolt external member is arranged in second through-hole.
Further, the first modular unit group that first whole plate and second whole plate are vertically spliced by several
At the vertical edge joint position of adjacent first modular unit is equipped with the first vertical secondary joist or the second vertical secondary joist, each institute
The first vertical secondary joist to be stated to be located at outside the inner side template, each second vertical secondary joist is located at outside the outboard template, and
Each first vertical secondary joist and each second vertical secondary joist fixation are connected on corresponding first modular unit.
Further, the axis projections of several first through hole are respectively positioned in the point on first plastic strip surface
On same straight line, the axis projections of several second through-holes are respectively positioned in the point on second plastic strip surface with always
On line.
Further, the split bolt external member includes screw rod and two nuts, and the screw rod is poured through the concrete
Build space and its both ends worn out outside the first through hole and second through-hole, the screw rod extend the inner side template and
The both ends of the outboard template are threadedly connected to two nuts respectively.
Further, the split bolt external member further includes the first mountain type card and the second mountain type card being oppositely arranged, described
The middle part of first mountain type card and the second mountain type card offers threaded hole, the both ends of the screw rod respectively with first mountain
The threaded hole of the threaded hole of type card and the second mountain type card is threadedly coupled, and two nuts are connected to respectively
On the first mountain type card and the second mountain type card.
Further, the concrete casting device further includes several first lateral main joists and several second transverse directions
Main joist, each first lateral main joist are located at outside the inner side template, and the first transverse direction main joist is connected in pair two-by-two
In the first mountain type card answered two card slots setting up and down and it is connected on the described first vertical secondary joist；Each described second
Lateral main joist is located at outside the outboard template, and the described second lateral main joist is connected in the corresponding mountain type card or more two-by-two
In two card slots being arranged and it is connected on the described second vertical secondary joist.
Further, the upper end and bottom of the inner side template are equipped with third whole plate, the third whole plate with it is adjacent
First plastic glue strip also is provided in the piece of first whole plate；The top and bottom of the outboard template are equipped with
4th whole plate, also is provided with second plastic glue strip in the piece of the 4th whole plate and adjacent second whole plate, and described the
Three whole plates and the 4th whole plate are made of the second transversely arranged modular unit.
Further, the edge joint position of first modular unit and second modular unit, adjacent first template
The edge joint position of the edge joint position of unit and adjacent second modular unit is pasted with sandwich rubber.
Further, the described first vertical secondary joist and the second vertical secondary joist be zinc-plated side just or the lumps of wood.
Further, sizing casing, each split bolt are equipped in the first through hole and in second through-hole
The both ends of external member are arranged in respectively in two sizing casings.
The utility model has the beneficial effects that the concrete casting device of the utility model, in outer side template and inner side template
Splicing in, the edge joint position of the first adjacent whole plate of template is equipped with the first plastic strip on the outside, and in the first plastics
The first through hole worn for split bolt external member is set on item, while being installed in the edge joint position of the second adjacent whole plate of inner side template
Have the second plastic strip, and the second through-hole for wearing for split bolt external member be set on the second plastic strip so that the first whole plate and
Second whole plate, without carrying out punch operation, reduces the destructiveness to the first whole plate and the second whole plate, guarantees in splicing
The integrality of first whole plate and the second whole plate, is conducive to use next time, improves the week of the first whole plate and the second whole plate
Rate of rotation.Be not required to drill when the concrete casting device of the utility model, the first whole plate and the second whole plate assembly, to the first whole plate and
Second whole plate destructiveness is low, and the first whole plate and the second whole plate are easy for assemble or unload simple with split bolt external member, and saving manually disappears
Consumption, the first whole plate and the second whole plate turnover rate are high, substantially reduce construction cost.
Detailed description of the invention
It, below will be to embodiment or the prior art in order to illustrate more clearly of the technical scheme in the embodiment of the utility model
Attached drawing needed in description is briefly described, it should be apparent that, the accompanying drawings in the following description is only that this is practical new
Some embodiments of type for those of ordinary skill in the art without any creative labor, can be with
It obtains other drawings based on these drawings.
Fig. 1 is the sectional view of concrete casting device provided by the embodiment of the utility model.
Fig. 2 is the structural schematic diagram of concrete casting device provided by the embodiment of the utility model.
Wherein, each appended drawing reference in figure:
10-inner side template 20-outboard templates of the 11-the first plastic strip
21-the second plastic strip 30-split bolt, 31-screw rod of external member
32-the 33-the first mountain of nut the 34-the second mountain of type card type cards
40-vertical the secondary joists of the 51-the first vertical secondary joist 52-the second of concreting space
61-the first lateral main joist of lateral main joist 62-the second.
Specific embodiment
The embodiments of the present invention are described below in detail, examples of the embodiments are shown in the accompanying drawings, wherein from beginning
Same or similar element or element with the same or similar functions are indicated to same or similar label eventually.Below by ginseng
The embodiment for examining the description of attached drawing 1~2 is exemplary, it is intended to for explaining the utility model, and should not be understood as practical to this
Novel limitation.
In the description of the present invention, it should be understood that term " length ", " width ", "upper", "lower", " preceding ",
The orientation or positional relationship of the instructions such as " rear ", "left", "right", "vertical", "horizontal", "top", "bottom" "inner", "outside" is based on attached
Orientation or positional relationship shown in figure, is merely for convenience of describing the present invention and simplifying the description, rather than indication or suggestion
Signified device or element must have a particular orientation, be constructed and operated in a specific orientation, therefore should not be understood as to this
The limitation of utility model.
In addition, term " first ", " second " are used for descriptive purposes only and cannot be understood as indicating or suggesting relative importance
Or implicitly indicate the quantity of indicated technical characteristic.Define " first " as a result, the feature of " second " can be expressed or
Implicitly include one or more of the features.The meaning of " plurality " is two or two in the description of the present invention,
More than, unless otherwise specifically defined.
In the present invention unless specifically defined or limited otherwise, term " installation ", " connected ", " connection ", " Gu
It is fixed " etc. terms shall be understood in a broad sense, for example, it may be being fixedly connected, may be a detachable connection, or integral；It can be
Mechanical connection, is also possible to be electrically connected；It can be directly connected, two can also be can be indirectly connected through an intermediary
The interaction relationship of connection or two elements inside element.It for the ordinary skill in the art, can basis
Concrete condition understands the concrete meaning of above-mentioned term in the present invention.
As shown in Fig. 1~2, in the present embodiment, a kind of concrete casting device, including be oppositely arranged inner side template 10,
Outboard template 20 and several split bolt external members 30, form coagulation between the inner side template 10 and the outboard template 20
Native casting space 40, each split bolt external member 30 is through the concreting space 40 and wears out the inner side template
10 and the outboard template 20 outside；The inner side template 10 includes several first whole plates, and each first whole plate is from bottom to up
Splicing connection, is equipped with the first plastic strip 11 in the piece of adjacent first whole plate, along described on first plastic strip 11
The length direction of first plastic strip 11 offers several first through hole；The outboard template 20 includes several second whole plates, respectively
Second whole plate splices connection from bottom to up, and the second plastic strip 21 is equipped in the piece of adjacent second whole plate, described
Second plastic strip 21 is equipped with and each one-to-one second through-hole in first through hole position, each split bolt external member 30
One end be arranged in the first through hole, the other end of each split bolt external member 30 is arranged in second through-hole.
Specifically, the concrete casting device of the utility model embodiment, in the spelling of outer side template 20 and inner side template 10
In termination process, the edge joint position of the first adjacent whole plate of template 20 is equipped with the first plastic strip 11 on the outside, and in the first plastics
The first through hole worn for split bolt external member 30 is set on item 11, while in the piece of the second adjacent whole plate of outer side template 20
Place is equipped with the second plastic strip 21, and the second through-hole worn for split bolt external member 30 is arranged on the second plastic strip 21, makes
The first whole plate and the second whole plate in splicing without carrying out punch operation, reduce to the first whole plate and the second whole plate
Destructiveness ensure that the integrality of the first whole plate and the second whole plate, be conducive to use next time, improve the first whole plate and
The turnover rate of two whole plates.It is not required to when the concrete casting device of the utility model embodiment, the first whole plate and the second whole plate assembly
Drilling, first whole plate and second whole plate and split bolt external member 30 installing and dismounting low to the first whole plate and the second whole plate destructiveness
It is convenient and simple, manpower consumption is saved, the first whole plate and the second whole plate turnover rate are high, substantially reduce construction cost.
In the present embodiment, refering to fig. 1 and shown in Fig. 2, first whole plate and second whole plate are vertical by several
The first modular unit composition of splicing, the vertical edge joint position of adjacent first modular unit are equipped with the first vertical secondary joist 51
Or the second vertical secondary joist 52, each first vertical secondary joist 51 are located at outside the inner side template 10, each described second is vertical
Secondary joist 52 is located at outside the outboard template 20, and each first vertical secondary joist 51 and each second vertical secondary joist 52
Fixation is connected on corresponding first modular unit.Specifically, the first whole plate is by several vertically disposed first templates
Unit spliced composition, on the one hand can be conducive to the production of the first modular unit, since its size is small and uniformly；Another party's face mould
Plate unit can be spliced into various sizes of first whole plate, meet the requirement of many sizes of the first whole plate；First is vertical
The vertical secondary joist 52 of secondary joist 51 or the second is located at the vertical edge joint position of adjacent first modular unit, is equivalent to first vertical dragon
The vertical piece that adjacent first modular unit has been blocked in the side of the vertical secondary joist 52 of bone 51 or the second avoids piece spillage.
Further, vertical secondary joist is fixed temporarily using nail and iron wire with the first adjacent modular unit, avoids erecting
To secondary joist run-off the straight.
In the present embodiment, refering to fig. 1 and shown in Fig. 2, the split bolt external member 30 includes screw rod 31 and two nuts 32,
The screw rod 31 is through the concreting space 40 and its both ends is worn out outside the first through hole and second through-hole,
The screw rod 31 extends the inner side template 10 and the both ends of the outboard template 20 are threadedly connected to two spiral shells respectively
Cap 32.Specifically, screw rod 31 has worn inner side template 10, concreting space 40 and outboard template 20 later again in screw rod 31
Both ends tighten by two nuts 32 and play the role of reinforcing outboard template 20 and inner side template 10.
In this implementation, refering to fig. 1 and shown in Fig. 2, the split bolt external member 30 further includes the first mountain type being oppositely arranged
The middle part of card 33 and the second mountain type card 34, the first mountain type card 33 and the second mountain type card 34 offers threaded hole, institute
State the both ends of screw rod 31 screw thread with the threaded hole of the first mountain type card 33 and the second mountain type card 34 respectively
Hole is threadedly coupled, and two nuts 32 are connected to respectively on the first mountain type card 33 and the second mountain type card 34.Tool
Body, increase by the first mountain type card 33 and second between nut 32 and inner side template 10 and between nut 32 and outboard template 20
Mountain type card 34, the both ends of screw rod 31 are each passed through the first mountain type card 33 and the second mountain type card 34 is connect with two nuts 32, and first
The one side of the one side of mountain type card 33 and the second mountain type card 34 is pressed respectively against in inner side template 10 and outboard template 20, the first mountain
The opposite another side of type card 33 and the opposite another side of the second mountain type card 34 are connected on corresponding nut 32, so as to drawing
The fixed function of bolt kit 30 is more reliable.
In the present embodiment, refering to fig. 1 and shown in Fig. 2, the concrete casting device further includes several first lateral masters
Keel 61 and several second lateral main joists 62, each described first lateral main joist 61 are located at outside the inner side template 10, institute
The first lateral main joist 61 is stated to be connected in the corresponding first mountain type card 33 two card slots setting up and down and abut two-by-two
In on the described first vertical secondary joist 51；Each described second lateral main joist 62 is located at outside the outboard template 20, and described second
Lateral main joist 62 is connected in the corresponding mountain type card two card slots setting up and down two-by-two and is connected to described second and erects
To on secondary joist 52.Specifically, the first vertical secondary joist 51 and the second vertical secondary joist 52 are first separately mounted to corresponding
The edge joint position of one modular unit, then installs the first mountain type card 33 and the second mountain type card 34 again, then by the first lateral main joist 61
It is mounted in corresponding first mountain type card 33 two card slots setting up and down two-by-two, the second lateral main joist 62 installs correspondence two-by-two
The second mountain type card 34 two card slots setting up and down in, finally by nut 32 by the first mountain type card 33 and the second mountain type card 34
It is fixed on screw rod 31, due to acting on drawing for the first mountain type card 33 and the second mountain type card 34, so that the first lateral main joist 61
It is fixedly clamped the first vertical secondary joist 51 and the second vertical secondary joist 52 with the second lateral main joist 62, this is to drawing fixed form
Structure is simple, it is easy for assemble or unload, can effectively reinforce outboard template 20 and inner side template 10.
In this implementation, refering to fig. 1 and shown in Fig. 2, the axis projections of several first through hole are in first plastics
Point on 11 surface of item is respectively positioned on same straight line, and the axis projections of several second through-holes 21 are in second plastic strip
Point on 21 surfaces is respectively positioned on same straight line.Specifically, when the center of circle of the first through hole on the first plastic strip 11 is positioned at same
When on straight line, when lateral main joist is mounted on the type card of mountain, lateral main joist is automatically in that lateral straight line is placed, and reduces tune
Whole 31 position of screw rod operation.When the center of circle of the through-hole on the second plastic strip 21 is located along the same line, when lateral main joist
When being mounted on the type card of mountain, lateral main joist is automatically in that lateral straight line is placed, and reduces the operation of 31 position of adjustment screw.Simultaneously
Since the center of circle of the second through-hole in the first through hole and the second plastic plate on the first plastic plate is respectively positioned on same straight line, guarantee
The correspondence of outboard template 20 and inner side template 10 first through hole and the second lead to the hole site, ensure that 31 external member of Screw arbor with nut at both-ends is effective
Fixed function.
Further, first through hole is provided on the first plastic strip 11, since the size of the first plastic strip 11 is smaller, is easy to
Punching accuracy rate is higher in the operating process realizing that several first through hole centers of circle are located along the same line, and punching.
In the present embodiment, the upper end and bottom of the inner side template 10 are equipped with third whole plate, the third whole plate with
First plastic glue strip also is provided in the piece of adjacent first whole plate；The top and bottom of the outboard template 20
It is equipped with the 4th whole plate, also is provided with second plastic glue strip in the 4th whole plate and the piece of adjacent second whole plate,
The third whole plate and the 4th whole plate are made of the second transversely arranged modular unit.
Specifically, the second transversely arranged template is used in the top and bottom of outer side template 20 and inner side template 10
Unit, the long side of laterally disposed second modular unit and the top and the lowermost first of outboard template 20 and inner side template 10
Modular unit is attached so that outboard template 20 connected with the top of inner side template 10 with the lowermost it is more stable, together
When, the size of the second modular unit of the top and bottom of general outboard template 20 and inner side template 10 is not standard size,
Therefore cut, and the second laterally disposed modular unit make the top of outboard template 20 and inner side template 10 with
The second modular unit of bottom compares the negligible amounts for the second modular unit vertically placed, so that the second modular unit cut
Quantity it is less, only destroy the second a small number of modular units, reduce construction cost；Alternatively, the off-standard size needed
The quantity of second modular unit is less, is conducive to improve efficiency of construction.
In the present embodiment, the edge joint position of first modular unit and second modular unit, adjacent first mould
The edge joint position of the edge joint position of plate unit and adjacent second modular unit is pasted with sandwich rubber (not shown).Specifically,
Sandwich rubber is pasted onto the edge joint position and phase of the edge joint position of the first modular unit and the second modular unit, the first adjacent modular unit
The edge joint position of the second adjacent modular unit, primarily to mud is avoided to reveal from edge joint position.
Further, the most next row screw rod 31 on outboard template 20 and inner side template 10 and the gap led between wall also need
It to use sandwich rubber band to carry out stickup closure to it, avoid spillage.
Further, the most next row screw rod 31 on outboard template 20 and inner side template 10 is added using double nut 32
Gu.
In the present embodiment, the first vertical secondary joist 51 and the second vertical secondary joist 52 are that zinc-plated side is just or square
Wood.Specifically, the first vertical secondary joist 51 and the second vertical secondary joist 52 use square steel or the lumps of wood, the side of square steel and the lumps of wood
Face is connected on corresponding first lateral main joist 61 or the second lateral main joist 62, so that the first lateral main joist 61 and the
Clamping action between two lateral main joists 62 is more stable.
In this implementation, sizing casing (not shown) is equipped in the first through hole and in second through-hole, it is each described
The both ends of split bolt external member 30 are arranged in respectively in two sizing casings.Specifically, in first through hole and the second through-hole
Equipped with sizing casing, mud is avoided to reveal from screw rod 31 and first through hole and the second through-hole, while from capable of also guaranteeing metope
Flatness.
When the concrete casting device of the utility model embodiment is applied on the shear wall of basement, concreting
The length of the first plastic strip 11 and the second plastic strip 21 that device uses is 1830mm, width 30mm, is carried out every 300mm
Punch operation, it is desirable that the arc side in each hole is smooth, regular shape, and all centers of circle are on same straight line.
Its outboard template 20 and 10 construction procedure of inner side template include:
1. from top to bottom to outboard template 20 carry out typesetting, the long side of the second modular unit make it is laterally disposed, then under
And upper first whole plate with lead first row screw rod 31 within the walls and be aligned, it is desirable that it is existing not occur excessive, faulting of slab ends of piece etc. in template splicing
As.
2. second row, third row and the first whole plate of the 4th mining, and it is 30mm that width, which is arranged, between two rows of whole plates
The first plastic strip, as 31 perforated panel of second M12 Screw arbor with nut at both-ends, and according to this type-setting mode, gradually plate-laying is non-whole to top
Board position.
3. one row of top is non-whole plate, the most upper non-whole plate of a row of basement structure shear wall is 1830mm*855mm*
15mm。
4. in the above manner, the vertical spacing of Screw arbor with nut at both-ends 31 is adjusted, so that Screw arbor with nut at both-ends 31 is arranged at same water
On horizontal line.
The a height of 4m of this engineering basement floor, floor thickness 120mm, leading wall height is 500mm；First whole plate and the second whole plate make
It is standard form, specification 1830mm*915mm*15mm.
Specifically work progress are as follows:
1. matching mould
Non- whole plate concentrate with mould in carpenter's machining shed according to mould design drawing, and bores first worn for screw rod 31
Through-hole and the second through-hole.
2. modular unit is assembled
It is assembled according to shear wall formwork is carried out with mould design drawing in floor working face.In assembled formwork, template is vertical
Edge joint position is centrally located 1 40mm × 80mm flitch, by flitch and template stickfast, while using sandwich rubber band by one row of bottom
Template pastes closure with wall is led, and avoids spillage.
Steps are as follows for template assembly:
1) it adjusts and has supported modular unit
After the completion of 20 assembly of side template outside the Pass, now outboard template 20 is holded up, and outer side mold is adjusted according to shear wall sideline
20 root position of plate.After molding, temporary support should be carried out in time to the template holded up, template is avoided to topple.
2) shaping plastic casing, screw rod 31 and concrete is arranged to shore
After outboard template 20 is provided with, sizing casing and 31 one end of Screw arbor with nut at both-ends are inserted into 31 hole of template screw rod, and will
Cement bracer is lain on reinforcing bar by code requirement.
3) side template 10 inside the Pass
Shaping plastic casing and cement bracer are provided with, and after acceptance(check), inside the Pass side template 10.When molding, Ying Gen
Template position is adjusted according to flooring shear wall sideline, guarantees 20 first through hole of outboard template and 10 second lead to the hole site pair of inner side template
It answers, and sizing casing and screw rod 31 is inserted into respectively in 10 second through-hole of 20 first through hole of outboard template and inner side template.
4) vertical keel is installed
It is that the zinc-plated side of 40mm × 40mm × 3mm is rigid or to advise size be 40mm × 90mm's that vertical secondary joist, which use specification size,
The lumps of wood, spacing 150mm.Vertical secondary joist is fixed temporarily using nail and iron wire with template, and vertical keel run-off the straight is avoided.
5) lateral main joist is installed
Construction site uses two steel pipes and comes 31 both sides of screw rod is installed from bottom to top as lateral main joist,
First ensure that the screw rod 31 of this row is in same horizontal line before installation, then steel pipe is respectively placed in this screw rod 31
The mountain type card of each screw rod 31 is installed in screw rod 31 by upper and lower ends later, installs gasket and nut 32, and is carried out tight
Gu.The 31 symmetrical indwelling of both ends protruded length of screw rod.
6) it corrects and checks and accepts
Whether the shear wall 200mm control ray examination template position set in fastener cycle according to bullet on flooring is accurate, uses
Guiding ruler checks whether mold plate verticality is qualified, and discovery deviation answers timely correction to adjust.Rotatably brace is adjusted in verticality can
Adjustment.
After the completion of all nut fastenings, carry out an acceptance inspection by acceptance procedures.
In the construction process it is noted that
1. the first modular unit and the second modular unit piece that occur in the construction process all use sandwich rubber band pair
It, which paste blocking, glues, and prevents piece spillage.
2. the second elongated setting of modular unit root angle steel, avoids shear wall root spillage.
3. most next row screw rod 31 and the gap led between wall need to use sandwich rubber band to carry out stickup closure to it, avoid leaking
Slurry.
4. row's screw rod 31 is most descended to reinforce using double nut 32.
5. during 10 assembling construction of outboard template 20 and inner side template of basement, the first modular unit and the second mould
Plate unit is assembled tight, there is not allowed that faulting of slab ends, phenomena such as gap is excessive.
This engineering basement shear wall is all made of concrete casting device, and shear wall formwork sticking to mould area is about 8248.96
㎡。
Index bed shear wall need to only configure one layer of outboard template 20 and inner side template 10, can have enough to meet the need template use to structure
It binds completion, into estimation, the first modular unit and the second modular unit usage amount are about 3500 ㎡.In comparison, the first template
Unit and the second modular unit are exempted under hole drilling technology new structure, and the first modular unit and the second modular unit are used in turn rate energy
It is doubled on the basis of enough template usage amounts under traditional formwork way.It solves most of building sites to apply in basement structure
The first modular unit and the loss of the second modular unit are serious after the completion of work, the problem not being available on index bed.Constructing operation
Simply, convenient, labor intensity is significantly reduced, cost is also saved while reducing labour.
It is calculated according to the mucous membrane area of template, every square metre can probably save 1.5 yuan, according to the construction area of floor
It calculates, every square metre can about save 3 yuan.Its economic benefit is considerable.This engineering underground structure shear wall with
Main structure shear wall entity quality perception is good, and shear wall cross section size and location survey actual quantities qualification rate more than 95%.
The concrete casting device of the utility model embodiment avoids building site applied first modular unit and second in construction
The tap operation of modular unit, and beaten first modular unit in hole and the second modular unit is applied to weight when other positions again
New punching, which is reinforced, is easy the problem of loss is caused to the first modular unit and the second modular unit.The utility model embodiment is mixed
Solidifying soil pours device and substantially increases construction efficiency, has saved great amount of cost.Meet the energy-saving and emission-reduction green construction of country's proposal
Important policies.
The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this
Made any modifications, equivalent replacements, and improvements etc., should be included in the utility model within the spirit and principle of utility model
Protection scope within.
Claims (10)
1. a kind of concrete casting device, it is characterised in that: including be oppositely arranged inner side template, outboard template and several
Split bolt external member forms concreting space, each split bolt between the inner side template and the outboard template
External member is through the concreting space and wears out outside the inner side template and the outboard template；
The inner side template includes several first whole plates, and each first whole plate splices connection from bottom to up, and adjacent described
It is equipped with the first plastic strip in the piece of one whole plate, the length direction on first plastic strip along first plastic strip opens up
There are several first through hole；
The outboard template includes several second whole plates, and each second whole plate splices connection from bottom to up, and adjacent described
The second plastic strip is equipped in the piece of two whole plates, second plastic strip is equipped with a pair of with each first through hole position one
One end of the second through-hole answered, each split bolt external member is arranged in the first through hole, each split bolt external member
The other end be arranged in second through-hole.
2. concrete casting device according to claim 1, it is characterised in that: first whole plate and second whole plate
It is made of the first modular unit that several vertically splice, the vertical edge joint position of adjacent first modular unit is equipped with
One vertical secondary joist or the second vertical secondary joist, each first vertical secondary joist are located at outside the inner side template, and each described
Two vertical secondary joists are located at outside the outboard template, and each first vertical secondary joist and each second vertical secondary joist are solid
Surely it is connected on corresponding first modular unit.
3. concrete casting device according to claim 2, it is characterised in that: the axis of several first through hole is thrown
Shadow is respectively positioned on same straight line in the point on first plastic strip surface, and the axis projections of several second through-holes are in institute
The point stated on the second plastic strip surface is respectively positioned on same straight line.
4. concrete casting device according to claim 2, it is characterised in that: the split bolt external member include screw rod and
Two nuts, the screw rod is through the concreting space and its both ends wears out the first through hole and described second and leads to
Outside hole, the screw rod extends the inner side template and the both ends of the outboard template are threadedly connected to two spiral shells respectively
Cap.
5. concrete casting device according to claim 4, it is characterised in that: the split bolt external member further includes opposite
The middle part of the first mountain type card and the second mountain type card being arranged, the first mountain type card and the second mountain type card offers screw thread
Hole, the both ends of the screw rod threaded hole with the threaded hole of the first mountain type card and the second mountain type card respectively
It is threadedly coupled, and two nuts are connected to respectively on the first mountain type card and the second mountain type card.
6. concrete casting device according to claim 5, it is characterised in that: if the concrete casting device further includes
Dry the first lateral main joist and several second lateral main joists, each described first lateral main joist are located at the inner side template
Outside, the described first lateral main joist is connected in the corresponding first mountain type card two card slots setting up and down two-by-two and abuts
In on the described first vertical secondary joist；
Each described second lateral main joist is located at outside the outboard template, and the described second lateral main joist is connected in corresponding two-by-two
In the mountain type card two card slots setting up and down and it is connected on the described second vertical secondary joist.
7. concrete casting device according to claim 6, it is characterised in that: the upper end and bottom of the inner side template
It is equipped with third whole plate, also is provided with first plastic glue strip in the third whole plate and the piece of adjacent first whole plate；
The top and bottom of the outboard template are equipped with the 4th whole plate, the 4th whole plate and adjacent second whole plate
Piece in also be provided with second plastic glue strip, the third whole plate and the 4th whole plate are by the second transversely arranged mould
Plate unit composition.
8. concrete casting device according to claim 7, it is characterised in that: first modular unit and described second
The edge joint position of the edge joint position of modular unit, the edge joint position of adjacent first modular unit and adjacent second modular unit
It is pasted with sandwich rubber.
9. according to the described in any item concrete casting devices of claim 2~8, it is characterised in that: described first vertical dragon
Bone and the second vertical secondary joist be zinc-plated side just or the lumps of wood.
10. described in any item concrete casting devices according to claim 1~8, it is characterised in that: in the first through hole and
Sizing casing is equipped in second through-hole, the both ends of each split bolt external member are arranged in two shaping covers respectively
Guan Zhong.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820866949.3U CN208380099U (en) | 2018-06-05 | 2018-06-05 | Concrete casting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820866949.3U CN208380099U (en) | 2018-06-05 | 2018-06-05 | Concrete casting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208380099U true CN208380099U (en) | 2019-01-15 |
Family
ID=64969060
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820866949.3U Expired - Fee Related CN208380099U (en) | 2018-06-05 | 2018-06-05 | Concrete casting device |
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| Country | Link |
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| CN (1) | CN208380099U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972773A (en) * | 2019-03-30 | 2019-07-05 | 山东汇源杭萧钢构有限公司 | A kind of assembled architecture connection component |
| CN110344582A (en) * | 2019-07-12 | 2019-10-18 | 江苏南通二建集团有限公司 | A kind of scattered structure and construction technology spelled wooden model and exempt from aperture reinforcement system of shear wall |
| CN111350294A (en) * | 2020-03-19 | 2020-06-30 | 中国十七冶集团有限公司 | Shear wall outer wall through-wall screw hole plugging device and construction method thereof |
-
2018
- 2018-06-05 CN CN201820866949.3U patent/CN208380099U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109972773A (en) * | 2019-03-30 | 2019-07-05 | 山东汇源杭萧钢构有限公司 | A kind of assembled architecture connection component |
| CN110344582A (en) * | 2019-07-12 | 2019-10-18 | 江苏南通二建集团有限公司 | A kind of scattered structure and construction technology spelled wooden model and exempt from aperture reinforcement system of shear wall |
| CN111350294A (en) * | 2020-03-19 | 2020-06-30 | 中国十七冶集团有限公司 | Shear wall outer wall through-wall screw hole plugging device and construction method thereof |
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