CN206091285U - Template is pour to back timber - Google Patents
Template is pour to back timber Download PDFInfo
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- CN206091285U CN206091285U CN201621040645.9U CN201621040645U CN206091285U CN 206091285 U CN206091285 U CN 206091285U CN 201621040645 U CN201621040645 U CN 201621040645U CN 206091285 U CN206091285 U CN 206091285U
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- support bar
- regulating part
- screw rod
- back timber
- bar
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Abstract
The utility model provides a template is pour to back timber belongs to building construction field, including stencil assembly, support group spare, split bolt and adjusting part, stencil assembly includes two risers, split bolt includes screw rod main part and sleeve, is provided with two spacing portions in the screw rod main part, and corresponding riser is run through respectively at the both ends of screw rod main part, and two spacing positions are between two risers, and the cover barrel casing is established in the screw rod main part, the bottom of bottom plate and the bottom of roof are provided with support group spare, the adjusting part includes a plurality of regulating unit, between bottom plate and the support group spare and roof and support group spare be provided with regulating unit respectively, the regulating unit who is located the bottom of roof is used for adjusting the roof height, the regulating unit who is located the bottom of bottom plate is used for regulating bottom's height. The position relation between stencil assembly and the support group spare be can adjust as required when this template is pour to back timber builds, the efficiency and the quality of construction have been improved.
Description
Technical field
This utility model is related to the realm of building construction, in particular to a kind of back timber formwork for placing.
Background technology
Building template is a kind of temporary supporting structure, is made by design requirement, makes xoncrete structure, component by regulation
Position, physical dimension shaping, keep its tram, and bear building template deadweight and effect external loads thereon.Enter
The purpose of row form work engineering, is to ensure concrete engineering quality with construction safety, accelerating construction progress and reduction engineering cost.It is existing
The working architectural template structure of pouring concrete Structural Engineering, is mainly made up of panel, supporting construction and three part of connector.Face
Plate is the force bearing plate of directly contact newly-laid concrete；Supporting construction is then the interim knot of supporting faceplate, concrete and construction loads
Structure, it is ensured that architectural template structure is combined securely, accomplish it is indeformable, do not destroy；Connector is to be connected panel with supporting construction
Integral accessory.
Building template is the formwork and support of concreting shaping, can be divided into building template, building by the property of material
Wood glue plate, film coated plate, multi-layer sheet, two-sided re-glue, two-sided laminated construction formwork etc..
Building template can be divided into cast in place concrete form, pre-assembled template, large form, be risen to template by construction technology condition
Deng.Combined steel template, in being modern mould plate technique, have the advantages that highly versatile, be convenient to mount and dismount, one kind that the number of turnover is more
" with steel generation wood " new type formwork, carry out monolithic reinforced concrete structure construction with it, can press in advance design requirement spelling Cheng Liang,
Post, wall, the large-scale template of floor, integral hoisting are in place, in bulk dissipating may also be employed and tears method open.Aluminum alloy pattern plate, it is new that aluminium alloy makes
Type building template, the green construction template that building trade is newly risen with simple to operate, construct fast, return height, environmental protection and energy saving, make
With often, concreting effect it is good, it is recyclable the features such as, adopted by each building constructor.
Inventor has found that the template of back timber is built in traditional concreting process under study for action
Point：
When traditional back timber is poured, the structure of template is single, can not be adjusted on demand in build process, causes to build
The template quality for completing is low, and structural integrity is poor, and the concrete structure quality after the completion of pouring is poor.
Utility model content
The purpose of this utility model is to provide a kind of back timber formwork for placing, to improve template when traditional back timber is poured
Structure is single, can not be adjusted on demand in build process, causes to build that the template quality for completing is low, and structural integrity is poor,
The problem of the concrete structure quality difference after the completion of pouring.
What embodiment of the present utility model was realized in：
Based on above-mentioned purpose, this utility model provides a kind of back timber formwork for placing, including template assembly, support component,
Split bolt and adjusting part, wherein：
The template assembly includes base plate, top board and two risers being oppositely arranged, and the base plate is positioned at described in two
Between riser and seamless spliced with the riser, each described riser is provided with the top board, institute away from the side of the base plate
Top board is stated parallel to the base plate；The split bolt includes screw body and sleeve, is provided with two on the screw body
Individual limiting section, length direction interval setting of two limiting sections along the screw body, the two ends difference of the screw body
Through the corresponding riser, two limiting sections are fitted in the inner plate surface of the corresponding riser, the set jacket casing respectively
It is located on the screw body, two limiting sections are located in the sleeve；The bottom of the base plate and the top board
Bottom is provided with the support component；The adjusting part includes multiple adjustment units, the base plate and the support component it
Between and the top board be respectively arranged with the adjustment unit with the support component, positioned at the tune of the bottom of the top board
Section unit is used for the height perpendicular to its plate face direction for adjusting the top board, positioned at the regulation list of the bottom of the base plate
Unit is used for the height perpendicular to its plate face direction for adjusting the base plate.
In this utility model preferred embodiment, each described adjustment unit includes the first regulating part and the second regulation
Part, first regulating part are inserted with second regulating part in an overlapping manner and are connected, and first regulating part with it is described
Second regulating part is slidably connected, and first regulating part is adjusted parallel to described first with the glide direction of second regulating part
The axis direction of part；Install one end away from second regulating part of first regulating part of the same adjustment unit
In the template assembly, one end away from first regulating part of second regulating part is installed on the support component.
In this utility model preferred embodiment, first regulating part is set to adjusting screw rod, and described second is adjusted
Part is set to nut, and the nut is bolted in the adjusting screw rod, and the end of the adjusting screw rod is pushed against the template assembly
Bottom, the adjusting screw rod and the template assembly rotate and be connected, and the nut is fixedly connected in the support component；Institute
State, the adjustment portion is fixedly connected with the adjusting screw rod, the adjustment portion is along the tune
The outer peripheral face of the outwardly adjusting screw rod of radial direction of section screw rod.
In this utility model preferred embodiment, be provided with per the adjustment portion on adjusting screw rod described in root it is multiple,
In strip, multiple adjustment portions surround the radial uniform arrangement in axis of the adjusting screw rod to each described adjustment portion.
In this utility model preferred embodiment, each described adjustment unit also includes protective case, each described regulation
The protective case is arranged with portion.
In this utility model preferred embodiment, the template assembly also includes main support bar and secondary support bar, institute
State the supporting surface that top board is oppositely arranged with the face to be poured contacted with concrete and with the face to be poured, the secondary support
Bar is installed on the supporting surface, and the main support bar is installed on the secondary support bar, the main support bar and the secondary support bar
It is obliquely installed, multiple adjustment units are laid along the length direction interval of the main support bar, each described first regulating part
End be pushed against on the main support bar.
In this utility model preferred embodiment, the cross sectional shape perpendicular to its length direction of the secondary support bar is
Rectangle, the cross sectional shape perpendicular to its length direction of the main support bar is rectangle, and the secondary support bar is provided with many
Root, many secondary support bars be arranged in parallel, and the main support bar is provided with many, per main support bar described in root perpendicular to described
Secondary support bar is arranged, and many main support bars are laid along the length direction interval of the secondary support bar.
In this utility model preferred embodiment, the support component includes many transverse support bars and many longitudinal directions
Support bar, many transverse support bars are horizontally disposed with, and fix with many transverse support bars per vertical supporting bar described in root
Connection, it is corresponding with adjustment unit per vertical supporting bar described in root to connect.
In this utility model preferred embodiment, the support component also includes auxiliary support bar, the Auxiliary support
Bar is supported between the transverse support bar and the vertical supporting bar.
In this utility model preferred embodiment, the transverse support bar is logical in crossover location with the vertical supporting bar
Cross right-angle coupler to be fixedly connected.
The beneficial effect of this utility model embodiment is：
In sum, this utility model designer devises a kind of back timber formwork for placing, and which is simple and reasonable, is easy to system
Processing is made, manufactures low with installation cost, meanwhile, template assembly and support can be adjusted when the back timber formwork for placing is built on demand
Position relationship between component, it is ensured that support component more accurately can be pushed against below template assembly, the shape of template assembly
Shape structure is difficult to change, it is ensured that the pouring quality of safety in casting process and the xoncrete structure after the completion of pouring,
Improve the efficiency and quality of construction.It is specific as follows：
The back timber formwork for placing that the present embodiment is provided, which includes template assembly, support component and adjustment component, support group
Part is used for support shuttering component, it is ensured that template assembly can bear when pouring of concrete in concreting process is carried out
Pressure, it is ensured that template assembly is not susceptible to deformation or warpage, is less prone to the situation of spillage, and then ensures pouring quality.
In support component build process, as the mismachining tolerance or ground of support component each component such as are uneven at the reason, and or
Person occurs in that error in being because the splicing of template assembly, the casting space that template assembly is formed is carrying out concreting
When, concrete easily exposes from the gap of template assembly, and then pollutes construction environment, wastes raw material, meanwhile, also it is used in stress
Uneven, the beam structure after the completion of causing to pour deforms, and then causes underproof situation to occur, and increased and is constructed into
This.Therefore, adjusting part is provided between template assembly and support component, adjusting part includes multiple adjustment units, each
Adjustment unit is located between template assembly and support component, and each adjustment unit can be carried out operation, and then ensure that to not
Corresponding adjustment can be carried out with the template assembly and support component of position, the scope of adjustment is wide, can realize fine setting, it is ensured that
Template assembly builds quality, and then ensure that pouring quality.
Description of the drawings
In order to be illustrated more clearly that the technical scheme of this utility model embodiment, below will be to using needed for embodiment
Accompanying drawing be briefly described, it will be appreciated that the following drawings illustrate only some embodiments of the present utility model, therefore should not be by
Regard the restriction to scope as, for those of ordinary skill in the art, on the premise of not paying creative work, may be used also
To obtain other related accompanying drawings according to these accompanying drawings.
Structure charts of the Fig. 1 for the back timber formwork for placing of this utility model embodiment one；
A distressed structure figures of the Fig. 2 for the back timber formwork for placing of this utility model embodiment one；
Another distressed structure figures of the Fig. 3 for the back timber formwork for placing of this utility model embodiment one；
Structure charts of the Fig. 4 for the split bolt of the back timber formwork for placing of this utility model embodiment one；
Structure charts of the Fig. 5 for the adjustment unit of the back timber formwork for placing of this utility model embodiment one；
Structure charts of the Fig. 6 for the adjustment unit of the back timber formwork for placing of this utility model embodiment two；
Sectional views of the Fig. 7 for the vertical supporting bar of the back timber formwork for placing of this utility model embodiment two.
In figure：
Template assembly 100, top board 110, base plate 120, riser 130, main support bar 140, secondary support bar 150,
Support component 200, vertical supporting bar 210, annular recess 211, transverse support bar 220, auxiliary support bar 230,
Adjustment unit 300, adjusting screw rod 310, adjustment portion 311, nut 320, adjusting rod 330, adjustment barrel 340, bevel gear
341, annular protrusion 342, handle 350, travelling gear 351,
Split bolt 400, screw body 410, limiting section 411, sleeve 420.
Specific embodiment
Building template is a kind of temporary supporting structure, is made by design requirement, makes xoncrete structure, component by regulation
Position, physical dimension shaping, keep its tram, and bear building template deadweight and effect external loads thereon.Enter
The purpose of row form work engineering, is to ensure concrete engineering quality with construction safety, accelerating construction progress and reduction engineering cost.It is existing
The working architectural template structure of pouring concrete Structural Engineering, is mainly made up of panel, supporting construction and three part of connector.Face
Plate is the force bearing plate of directly contact newly-laid concrete；Supporting construction is then the interim knot of supporting faceplate, concrete and construction loads
Structure, it is ensured that architectural template structure is combined securely, accomplish it is indeformable, do not destroy；Connector is to be connected panel with supporting construction
Integral accessory.At present.When carrying out back timber and pouring, the structure of the template built is single, can not be on demand in build process
It is adjusted, causes to build that the template quality for completing is low, structural integrity is poor, and the concrete structure quality after the completion of pouring is poor.
In consideration of it, this utility model designer devises a kind of back timber formwork for placing, by template assembly and support group
Adjusting part is provided between part, adjusting part includes multiple adjustment units, each adjustment unit can be to the mould of relevant position
The position relationship of board component and support component is adjusted, it is ensured that the better quality that template assembly is built, and improves the matter for pouring
Amount.
It is to make purpose, technical scheme and the advantage of this utility model embodiment clearer, new below in conjunction with this practicality
Accompanying drawing in type embodiment, is clearly and completely described to the technical scheme in this utility model embodiment, it is clear that retouched
The embodiment stated is a part of embodiment of this utility model, rather than the embodiment of whole.Generally described in accompanying drawing herein and
The component of this utility model embodiment for illustrating can be arranged and be designed with a variety of configurations.
Therefore, the detailed description of embodiment of the present utility model below to providing in the accompanying drawings is not intended to limit requirement
The scope of the present utility model of protection, but it is merely representative of selected embodiment of the present utility model.Based in this utility model
Embodiment, the every other embodiment obtained under the premise of creative work is not made by those of ordinary skill in the art, all
Belong to the scope of this utility model protection.
It should be noted that：Similar label and letter represent similar terms in following accompanying drawing, therefore, once a certain Xiang Yi
It is defined in individual accompanying drawing, then in subsequent accompanying drawing which further need not be defined and is explained.
In description of the present utility model, it should be noted that term " on ", D score, " vertical ", " level ", " interior ",
The orientation or position relationship of the instruction such as " outward " is or the utility model product based on orientation shown in the drawings or position relationship
The orientation usually put during use or position relationship, are for only for ease of description this utility model and simplify description, rather than refer to
Show or imply that the device or element of indication with specific orientation, with specific azimuth configuration and operation, therefore must can not be managed
Solution is to restriction of the present utility model.Additionally, term " first ", " second " etc. are only used for distinguishing description, and it is not intended that referring to
Show or imply relative importance.
Additionally, the term such as term " level ", " vertical " is not offered as requiring part abswolute level or pendency, and can be slightly
Low dip.As " level " only refers to for its direction relative " vertical " more level, it is not that the expression structure must be complete
Full level, and can be to be slightly tilted.
In description of the present utility model, in addition it is also necessary to explanation, unless otherwise clearly defined and limited, term " sets
Put ", " installation ", should be interpreted broadly " being connected ", " connection ", for example, it may be fixedly connected, or be detachably connected,
Or be integrally connected；Can be mechanically connected, or electrically connect；Can be joined directly together, it is also possible to by intermediary
It is indirectly connected to, can is the connection of two element internals.For the ordinary skill in the art, can be managed with concrete condition
Solve concrete meaning of the above-mentioned term in this utility model.
It should be noted that in the case where not conflicting, the feature in embodiment and embodiment in this utility model can
To be mutually combined.
Embodiment 1
Fig. 1-Fig. 5 is referred to, a kind of back timber formwork for placing is present embodiments provided, for pouring the mould built during back timber
Plate, the easy construction when formwork structure is built are simple and reasonable, can be adjusted on demand, it is ensured that at the construction field (site) can
It is enough that template assembly 100 is adjusted accordingly, quality and fastness that template is built are improve, pouring quality is improve.
Fig. 1 is referred to, back timber formwork for placing includes template assembly 100, support component 200 and adjusting part.
For the structure for pouring cavity is formed in casting process, main template body includes main template body, main support to template assembly 100
Bar 140 and secondary support bar 150.Template assembly 100 is made using the splicing of polylith main template body, and main template body adopts wood materials
Make, wood materials are easy to machine-shaping, be easy to splicing.Meanwhile, main template body is designed as rectangular plate-like, is set with two relatively
The plate face put, is easy to contact with plate face during concreting, and the surface of the xoncrete structure after molding is smooth, is easy to follow-up place
Reason.Main template body includes top board 110, riser 130 and base plate 120, and riser 130 is located between top board 110 and base plate 120, top
Plate 110 and base plate 120 are horizontally disposed, and riser 130 is vertically arranged, and further, riser 130 is provided with two, two risers 130
It is oppositely arranged, top board 110 is provided with two, base plate 120 is located between two risers 130, connects with the bottom of riser 130 respectively
Connect, the side away from base plate 120 of each riser 130 is connected with a top board 110, between two risers 130 and base plate 120
Constitute and pour cavity.
Fig. 2 and Fig. 3 is referred to, it is further, in order to ensure the position fastness between two risers 130, vertical at two
It is provided with split bolt 400 between plate 130, split bolt 400 is provided with multiple, and multiple split bolts 400 are distributed in two
Between individual riser 130.Split bolt 400 could be arranged to screw body 410, and the two ends of screw body 410 are each passed through riser
130, it is spirally connected nut 320 through the end of riser 130 in screw rod, two risers 130 is fixed.Further, in order to ensure two
Width between individual riser 130 is identical, is provided with two limiting sections 411, between two limiting sections 411 on screw body 410
Distance is the width between two risers 130, and after 410 installation of screw body, two limiting sections 411 are located at two risers
Between 130, each limiting section 411 is pushed against in the inner side plate face of riser 130, and each limiting section 411 has two risers of restriction
130 inside movement tendencies, limiting section 411 are preferably arranged to circulus, are easy to processing and manufacturing, good limit effect.
Fig. 4 is referred to, in the preferred version of the embodiment, split bolt 400 also includes sleeve 420, and sleeve 420 is set in
On screw body 410, two limiting sections 411 are located in sleeve 420, and sleeve 420 is stretched out at the two ends of screw body 410, during installation,
Corresponding riser 130 is run through at the two ends of screw body 410, and nut 320 is screwed onto the end of screw body 410, and nut 320 is located at
The outer plate surface of riser 130, the section perpendicular to its length direction of sleeve 420 is circle for annular shape, the i.e. outer peripheral face of sleeve 420
Cambered surface, and two end faces of the length direction of sleeve 420 are pushed against in the plate face of corresponding riser 130, and in being tightly connected shape
State, during concreting, concrete touches sleeve 420, and as the outer peripheral face of sleeve 420 is arc surface, concrete acts on
Power on sleeve 420 is little, and the power that sleeve 420 is acted on screw body 410 is little, little for the active force of main template body, is difficult
The structure of main template body is affected, is easy to pour.After the completion of pouring, nut 320 is screwed by form removal main body, then will
Screw body 410 takes out, and sleeve 420 is stayed in concrete, and screw body 410 can be used for multiple times, and save material.
The bottom of top board 110 is provided with main support bar 140 and secondary support bar 150, and secondary support bar 150 is located at top board 110
And main support bar 140 between, the integrally-built intensity of main template body is improve, stress is more preferably, more safe and reliable when pouring.
Main support bar 140 and secondary support bar 150 are fitted with the outside plate face of riser 130 and base plate 120, overall structure is firm
It is reliable.Relative main support bar 140 on two risers 130 is fixed by split bolt 400.Further, secondary support bar 150
The cross sectional shape perpendicular to its length direction be rectangle, the cross sectional shape perpendicular to its length direction of main support bar 140
For rectangle.When actually building, the support bar built at each base plate 120, top board 110 and riser 130 is in netted, difference shape
Into support web frame, each supports web frame to include many secondary support bars 150 and many main support bars 140, many pairs
Stay 150 be arranged in parallel, and per root, main support bar 140 is arranged perpendicular to secondary support bar 150, and many main support bars 140 are along secondary
The length direction interval of stay 150 is laid, and the crossover location of main support bar 140 and secondary support bar 150 is fixed using tenon structure
Connection, can arrange groove on secondary support bar 150, and groove is also provided with main support bar 140, and secondary support bar 150 is propped up with main
, in infall clamping, structure is more solid and reliable for stay 140.
Meanwhile, secondary support bar 150 and main support bar 140 all being arranged into cuboid, is easy to overlap joint to fix, position is difficult to move
It is dynamic, it is more safe and reliable.
Adjusting part includes multiple adjustment units 300, and each adjustment unit 300 can be to the template assembly of diverse location
100 and support component 200 be adjusted, the scope of regulation is wide.Between each top board and corresponding support component and base plate with
Multiple adjustment units are provided between corresponding support component, corresponding adjustment unit is for regulation top board respectively perpendicular to which
The height in plate face direction, and the height perpendicular to its plate face direction of regulating base board, namely the height of adjustment vertical direction.Often
Individual adjustment unit 300 includes the first regulating part and the second regulating part, the first regulating part and the second regulating part in an overlapping manner
Inserting connects, and the first regulating part is slidably connected with the second regulating part, and the glide direction of the first regulating part and the second regulating part is put down
Row is in the axis direction of the first regulating part, when being adjusted, long by the inserting for changing the first regulating part and the second regulating part
Degree is realized adjusting, and after the completion of regulation, corresponding first regulating part and the second regulating part is fixed, intermediate supports are played
Effect.
Fig. 5 is referred to, further, the first regulating part is set to adjusting screw rod 310, and the second regulating part is set to nut
320, nut 320 is screwed onto on adjusting screw rod 310, further, and adjustment portion 311, adjustment portion are provided with adjusting screw rod 310
311 along the outwardly adjusting screw rod of radial direction 310 of adjusting screw rod 310 outer peripheral face, during adjustment, operate adjustment portion 311, make
Adjusting screw rod 310 rotate relative to nut 320, nut 320 is fixed, adjusting screw rod 310 rotate after along nut 320 axis
Direction moves back and forth, and then realizes the regulation in short transverse, reliability easy to adjust, and has auto-lock function, is fixed conveniently
It is reliable.Further, adjustment portion 311 is in strip, and multiple adjustment portions 311 are arranged on adjusting screw rod 310, multiple adjustment portions
311 around adjusting screw rod 310 the radial uniform arrangements in axis, when being adjusted, demand-driven one of them or
Multiple adjustment portions 311 are adjusted, convenient during adjustment, are difficult to affect regulated efficiency because environment is limited.For example, in peace
The less position in dress region, after adjustment portion 311 rotates, near body of wall or the inaccessiable place of handss, now, positioned at regulation
Other 311 corresponding rotations of adjustment portion on screw rod 310, in the space being operable to, operate the adjustment portion 311.For
It is easy to the operation of workmen, it is to avoid occur scratch in workmen's operating process, be provided with protection in adjustment portion 311
Set, protective case are set in adjustment portion 311.
Support component 200 is used for support shuttering component 100, and support component 200 includes many transverse support bars 220 and many
Root vertical supporting bar 210, many transverse support bars 220 are horizontally disposed with, and many vertical supporting bars 210 are vertically arranged, cross-brace
Bar 220 is fixedly connected in infall with vertical supporting bar 210, and the end of every vertical supporting bar 210 is supported on adjustment unit 300
Bottom.Specifically, one end of the adjusting screw rod 310 in same adjustment unit 300 is pushed against the bottom of corresponding main support bar 140
Portion, the other end of adjusting screw rod 310 are screwed onto in nut 320, and nut 320 is fixed on the end of vertical supporting bar 210, preferably sets
It is set to, nut 320 is welded on the end of vertical supporting bar 210, easy for installation, sound construction reliability.The preferred side of the embodiment
In case, hole can be threaded in the end of vertical supporting bar 210, screw rod is screwed onto in screwed hole, realize the regulation work(of height
Energy.
For the ease of the dismounting of transverse support bar 220 and vertical supporting bar 210, it is easy to follow-up use, transverse support bar 220
It is fixedly connected using right-angle coupler in infall with vertical supporting bar 210.Right-angle coupler is prior art, not right in the present embodiment
Its 26S Proteasome Structure and Function is improved, and in order to avoid narration repeats burden, is not described in detail.
The 210 interlaced setting of many transverse support bars 220 and Duo Gen vertical supporting bars, constitutes with multiple rectangle frames
The support entirety of structure, is to improve the overall structural integrity of whole support, arranges auxiliary at least one rectangle mount structure
Support bar 230, one end of auxiliary support bar 230 are connected with vertical supporting bar 210, the other end of auxiliary support bar 230 with it is horizontal
Support bar 220 connects, and constitutes triangular structure, and sound construction reliability is unlikely to deform.
The back timber formwork for placing that the present embodiment is provided, by adjustment unit 300 being adjusted in build process and then be have adjusted
The height and position of template assembly 100, more preferably, the structure of template assembly 100 is more solid and reliable for 200 support effect of support component,
Pour safe and reliable, pouring quality height.
Embodiment 2
Fig. 6 and Fig. 7 is referred to, the present embodiment also provides a kind of back timber formwork for placing, and the present embodiment is in embodiment one
Technical scheme on the basis of further improvement, disclosed technical scheme is equally applicable to the present embodiment to embodiment one,
In order to avoid narration repeats burden, the technical scheme that embodiment one has been described above no longer is described in detail.
First regulating part is set to the adjusting rod 330 of cylinder, and the second regulating part is the adjustment barrel 340 of cylinder, is adjusted
One end of bar 330 is screwed onto in adjustment barrel 340, and the other end of adjusting rod 330 is pushed against on main support bar 140, adjustment barrel 340
Bevel gear 341 is installed away from the end of adjusting rod 330,340 axially position of adjustment barrel is inserted in vertical supporting bar 210, bores
Gear 341 is located in vertical supporting bar 210, meanwhile, handle 350 is provided with vertical supporting bar 210, is arranged on handle 350
The travelling gear 351 for having bevel gear 341 to engage, swing handle 350, travelling gear 351 are rotated, and band dynamic bevel gear 341 is rotated, by
It is connected with 210 axially position of vertical supporting bar in adjustment barrel 340, therefore, adjusting rod 330 is realized and is pumped, and then
Realize regulatory function.Annular protrusion 342 can be set in adjustment barrel 340, annular be set in vertical supporting bar 210 recessed
Sunken portion 211, protuberance is connected in depressed part, realizes axially position, meanwhile, adjustment barrel 340 can be relative to vertical supporting bar
210 rotate.
Preferred embodiment of the present utility model is the foregoing is only, this utility model is not limited to, for this
For the technical staff in field, this utility model can have various modifications and variations.It is all it is of the present utility model spirit and principle
Within, any modification, equivalent substitution and improvements made etc. are should be included within protection domain of the present utility model.
Claims (10)
1. a kind of back timber formwork for placing, it is characterised in that including template assembly, support component, split bolt and adjusting part,
Wherein：
The template assembly includes base plate, top board and two risers being oppositely arranged, and the base plate is located at two risers
Between, and it is seamless spliced with the riser, each described riser is provided with the top board, the top away from the side of the base plate
Plate is parallel to the base plate；The split bolt includes screw body and sleeve, and two limits are provided with the screw body
Position portion, length direction interval setting of two limiting sections along the screw body, the two ends of the screw body extend through
The corresponding riser, two limiting sections are fitted in the inner plate surface of the corresponding riser respectively, and the sleeve is set in
On the screw body, two limiting sections are located in the sleeve；The bottom of the base plate and the bottom of the top board
It is provided with the support component；The adjusting part includes multiple adjustment units, between the base plate and the support component with
And the top board is respectively arranged with the adjustment unit with the support component, positioned at the regulation list of the bottom of the top board
For adjusting the height perpendicular to its plate face direction of the top board, the adjustment unit positioned at the bottom of the base plate is used for unit
In the height perpendicular to its plate face direction for adjusting the base plate.
2. back timber formwork for placing according to claim 1, it is characterised in that each described adjustment unit includes the first regulation
Part and the second regulating part, first regulating part are inserted with second regulating part in an overlapping manner and are connected, and described
One regulating part is slidably connected with second regulating part, and first regulating part is parallel with the glide direction of second regulating part
In the axis direction of first regulating part；First regulating part of the same adjustment unit away from described second adjust
One end of section part is installed on the template assembly, and one end away from first regulating part of second regulating part is installed on institute
State support component.
3. back timber formwork for placing according to claim 2, it is characterised in that first regulating part is set to adjust spiral shell
Bar, second regulating part are set to nut, and the nut is bolted in the adjusting screw rod, and the end of the adjusting screw rod pushes against
In the bottom of the template assembly, the adjusting screw rod is rotated with the template assembly and is connected, and the nut is fixedly connected on institute
State in support component；Adjustment portion is provided with the adjusting screw rod, the adjustment portion is fixedly connected with the adjusting screw rod, described
Outer peripheral face of the adjustment portion along the outwardly adjusting screw rod of radial direction of the adjusting screw rod.
4. back timber formwork for placing according to claim 3, it is characterised in that per the regulation on adjusting screw rod described in root
Portion is provided with multiple, and each described adjustment portion is in strip, and multiple adjustment portions are around the axis of the adjusting screw rod in putting
Penetrate shape uniformly to arrange.
5. the back timber formwork for placing according to claim 3 or 4, it is characterised in that each described adjustment unit also includes
Protective case, is arranged with the protective case in each described adjustment portion.
6. the back timber formwork for placing according to any one of claim 2-4, it is characterised in that the template assembly also includes
Main support bar and secondary support bar, the top board is with the face to be poured that concrete is contacted and relative with the face to be poured
The supporting surface of setting, the secondary support bar are installed on the supporting surface, and the main support bar is installed on the secondary support bar, described
Main support bar is obliquely installed with the secondary support bar, length direction interval cloth of multiple adjustment units along the main support bar
If the end of each first regulating part is pushed against on the main support bar.
7. back timber formwork for placing according to claim 6, it is characterised in that the secondary support bar perpendicular to its length side
To cross sectional shape be rectangle, the cross sectional shape perpendicular to its length direction of the main support bar is rectangle, the pair
Support bar is provided with many, and many secondary support bars be arranged in parallel, and the main support bar is provided with many, per main described in root
Stay is arranged perpendicular to the secondary support bar, length direction interval cloth of many main support bars along the secondary support bar
If.
8. the back timber formwork for placing according to any one of claim 1-4, it is characterised in that the support component includes many
Root transverse support bar and many vertical supporting bars, many transverse support bars are horizontally disposed with, per vertical supporting bar described in root
It is fixedly connected with many transverse support bars, the connection corresponding with adjustment unit per vertical supporting bar described in root.
9. back timber formwork for placing according to claim 8, it is characterised in that the support component also includes Auxiliary support
Bar, the auxiliary support bar are supported between the transverse support bar and the vertical supporting bar.
10. back timber formwork for placing according to claim 8, it is characterised in that the transverse support bar and the longitudinal direction
Strut is fixedly connected by right-angle coupler in crossover location.
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621040645.9U CN206091285U (en) | 2016-09-07 | 2016-09-07 | Template is pour to back timber |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621040645.9U CN206091285U (en) | 2016-09-07 | 2016-09-07 | Template is pour to back timber |
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| CN206091285U true CN206091285U (en) | 2017-04-12 |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571165A (en) * | 2018-06-12 | 2018-09-25 | 福建工程学院 | Cast-in-place concrete contignation form bracing system |
| CN109812012A (en) * | 2019-03-25 | 2019-05-28 | 何其佳 | A kind of template and its architecture system |
| CN110005194A (en) * | 2019-04-19 | 2019-07-12 | 中铁十六局集团城市建设发展有限公司 | A kind of substitution wears the form clamp of mould split bolt and step fastener reinforcing |
| CN112431224A (en) * | 2020-12-22 | 2021-03-02 | 中建一局集团建设发展有限公司 | Short formwork support method in reverse construction method of basement structure |
-
2016
- 2016-09-07 CN CN201621040645.9U patent/CN206091285U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108571165A (en) * | 2018-06-12 | 2018-09-25 | 福建工程学院 | Cast-in-place concrete contignation form bracing system |
| CN109812012A (en) * | 2019-03-25 | 2019-05-28 | 何其佳 | A kind of template and its architecture system |
| CN109812012B (en) * | 2019-03-25 | 2023-11-14 | 何其佳 | Template and architecture system thereof |
| CN110005194A (en) * | 2019-04-19 | 2019-07-12 | 中铁十六局集团城市建设发展有限公司 | A kind of substitution wears the form clamp of mould split bolt and step fastener reinforcing |
| CN112431224A (en) * | 2020-12-22 | 2021-03-02 | 中建一局集团建设发展有限公司 | Short formwork support method in reverse construction method of basement structure |
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