CN108979147A - Assembled template support frame integral structure and construction method - Google Patents
Assembled template support frame integral structure and construction method Download PDFInfo
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- CN108979147A CN108979147A CN201811087422.1A CN201811087422A CN108979147A CN 108979147 A CN108979147 A CN 108979147A CN 201811087422 A CN201811087422 A CN 201811087422A CN 108979147 A CN108979147 A CN 108979147A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
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- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
A kind of assembled template support frame integral structure and its construction method, including X-shaped self-stabilization support frame module and template；The bottom surface of the template is equipped with multiple kerves；The X-shaped self-stabilization support frame module includes the first frame body and the second frame body, and the first frame body is staggered with the second frame body and connect to form the X-shaped with thickness, and the both upper ends thereof of X-shaped self-stabilization support frame module is connected to kerve described in two of them respectively.The beneficial effect is that: X-shaped self-stabilization support frame module can support oneself, and assembled template support frame integral structure can be improved efficiency convenient for assembly, disassembly；The both upper ends thereof of X-shaped self-stabilization support frame module is abutted into two kerves respectively as needed, the height of assembled template support frame integral structure adjustable in this way, the stability of triangle is utilized, assembled template support frame integral structure stability is high, and geometry constant variable system made of more classical upright bar-horizon bar is set up has significant improvement.
Description
Technical field
The present invention relates to technical field of building construction, and in particular to a kind of assembled template support frame integral structure and applies
Work method.
Background technique
Need to install concrete blinding when cast-in-place concrete structure, concrete material injects in concrete blinding, to coagulation
Soil forms dismantling concrete template after intensity.Concrete blinding includes supporting plate, pressing plate, side panel.In general, supporting plate and supporter
There are a certain distance, need support construction.
The production of template and installation quality, for guaranteeing concrete, the flat appearance of reinforced concrete structural element and several
What size is accurate and strength and stiffness of structure etc. have important role.Current existing cast-in-place concrete floor is being constructed
When, due to the influence of many factors such as material defect itself and construction quality, mass defect is often had, such as: absolute altitude
Not tight, pitted skin of deviation, malformation, seam etc..These quality problems can seriously affect the appearance, service life and knot of structure
Structure safety etc..
Currently, state's interior template support generally uses steel tube fastener formula support frame, it to be used for fixed form system position and support
The load all transmitted by template.The handwork by rule of thumb entirely of this support frame, complicated construction technique, and to site requirements compared with
Height, site inspection are difficult.Etesian formwork-support collapse accident is numerous, the most fundamental the reason is that existing support frame
" the rectangle internode " being made of horizon bar and upright bar is " geometry constant variable system " in essence, rather than geometry unchanged body
System.
The Chinese patent literature CN206158176U for being disclosed on May 10th, 2017 describes a kind of collapsible concrete mould
Plate bracing frame including several jackscrews for erecting pipe, being mounted on bracket standpipe upper end, is mounted on the adjustment of bracket bottom of vertical
Foot, folding connection component is equipped between bracket standpipe, and the folding connection component includes the fixed branch positioned at bracket riser upper
Support seat, positioned at the mobile support base of bracket standpipe lower part, the down tube being connected between fixed supporting seat and mobile support base, side
Shape quadrangle connecting plate, T shape triangular connecting plate, midfoot support standpipe, the fixed supporting seat and mobile support base two sides are equipped with
The both ends of trunnion, down tube and midfoot support standpipe and the corner of rectangular quadrangle connecting plate and T shape triangular connecting plate are equipped with
Connecting hole, four down tubes are connected on the connecting hole of a rectangular quadrangle connecting plate quadrangle, are formed a single span X-shaped and are folded knot
Structure, among multiple single span X-shaped foldable structures by after the connection of upper and lower two T shape triangular connecting plate again in upper and lower two T shapes three
It installs midfoot support standpipe between the connecting plate of angle additional and forms multispan X-shaped foldable structure, single span X-shaped foldable structure and multispan X-shaped fold
The trunnion of the down tube of structure and fixed supporting seat and mobile support base with bracket standpipe is combined into collapsible concrete after connecting
Falsework.Structure is complicated for the folding concrete form.
Summary of the invention
One of goal of the invention of the invention is to provide a kind of assembled template support frame integral structure, existing to solve
The technical problems such as handwork, security risk are big by rule of thumb entirely for template and support frame, long in time limit, and reliability is low.
In order to solve the above technical problems, the present invention adopts the following technical scheme:
Design a kind of assembled template support frame integral structure, including X-shaped self-stabilization support frame module and template；The template
Bottom surface be equipped with multiple kerves；The X-shaped self-stabilization support frame module includes the first frame body and the second frame body, the first frame body and the
Two frame bodies are staggered and connect to form the X-shaped with thickness, and the both upper ends thereof of X-shaped self-stabilization support frame module is connected to respectively
Kerve described in two of them.
Preferably, the kerve is bar shaped.
Preferably, the top angle of the X-shaped self-stabilization support frame module is 45 °~60 °, and the groove angle of the kerve is
105°。
Preferably, the top angle of the X-shaped self-stabilization support frame module is 45 °~60 °, from the middle line of the template to
Two sides, ° transition from 45 ° to 60 of the groove angle of the kerve.
Preferably, the X-shaped self-stabilization support frame module further includes fixed link, and first frame body is equipped with windowing, institute
The second frame body is stated through windowing, fixed link is cut with scissors from the side of the first frame body through the second frame body and by the first frame body and the second frame body
It is connected together.
Further, first frame body and second frame body are contour, and the tie point of the first frame body and the second frame body
Midpoint in the height of the first frame body.
Further, it is hinged with the first feet in the bottom of first frame body, it is hinged in the bottom of second frame body
There is the second feet, fixation of the articulated shaft with the X-shaped self-stabilization support frame module of the articulated shaft of the first feet, the second feet
Axis is parallel.
Compared with prior art, a kind of beneficial effect of assembled template support frame integral structure of the present invention is: X-shaped is certainly
Stable bracing frame module can support oneself, and assembled template support frame integral structure can be improved efficiency convenient for assembly, disassembly；
The both upper ends thereof of X-shaped self-stabilization support frame module is abutted into two kerves respectively as needed, assembled mould adjustable in this way
The height of plate bracing frame integral structure, is utilized the stability of triangle, and assembled template support frame integral structure is stablized
Property it is high.
The two of goal of the invention of the invention are to provide a kind of mating with assembled template support frame integral structure above-mentioned
Construction method, to solve the low technical problem of existing construction method for supporting template construction efficiency.
In order to solve the above technical problems, the present invention adopts the following technical scheme:
Design a kind of construction method using assembled template support frame integral structure above-mentioned, comprising the following steps:
It checks for placing whether the ground of the X-shaped self-stabilization support frame module smooth, whether its intensity suits the requirements, it is local
When rheobase deficiency, smooth ground or feet is installed additional between X-shaped self-stabilization support frame module and ground；
The assembled X-shaped self-stabilization support frame module, after the height for adjusting X-shaped self-stabilization support frame module, fixed X-shaped self-stabilization
Support frame module makes its setting；
The X-shaped self-stabilization support frame module after setting is placed along depth direction, two adjacent X-shaped self-stabilization support frames
Spacing≤100mm of module；
The template is placed on the X-shaped self-stabilization support frame module, two kerves of the template respectively correspond to
It is connected to the both upper ends thereof of the X-shaped self-stabilization support frame module.Structure checks height after the completion of setting up, and allows to have error, error is not
Greater than 10mm.
Preferably, also using there is absolute altitude part in the construction method, in the assembled X-shaped self-stabilization support frame module,
The absolute altitude part is used to cooperate with X-shaped self-stabilization support frame module, so that the both upper ends thereof of X-shaped self-stabilization support frame module is distinguished
Corresponding two kerves for being connected to the template, at this point, the top angle of X-shaped self-stabilization support frame module is ∠ A, the absolute altitude
Part includes the push rod that two shackle members connect two shackle members, and shackle member includes the lateral edge portion being fixed in base plate, in side
Four flutings for being connected on X-shaped self-stabilization rack module, (at this moment, interconnection corresponding two respectively are equipped with along portion
For a fluting to form X-shaped construction line, the top angle which constructs line is equal to ∠ A) in the assembled X-shaped self-stabilization support frame
When module, push rod is held, the shackle member is respectively engaged with to the two sides of X-shaped self-stabilization rack module, fixed X-shaped self-stabilization branch
Support module.
Design a kind of construction method using assembled template support frame integral structure above-mentioned, comprising the following steps:
It checks for placing whether the ground of the X-shaped self-stabilization support frame module smooth, whether its intensity suits the requirements, when ground is strong
When degree is insufficient, smooth ground or feet is installed additional between X-shaped self-stabilization support frame module and ground；
The assembled X-shaped self-stabilization support frame module makes it in hinged state, and the template is placed on the X-shaped self-stabilization branch
In support module, two kerves of the template correspond respectively to the both upper ends thereof of the X-shaped self-stabilization support frame module, fixed
X-shaped self-stabilization support frame module, makes its setting；
The assembled template support frame integral structure after assembling is placed along depth direction, two adjacent assembled moulds
The template of plate bracing frame integral structure fits.Structure checks height after the completion of setting up, and allows to have error, error is not more than
10mm。
Compared with prior art, a kind of beneficial effect of the construction method of assembled template support frame integral structure of the present invention
Fruit is: structure is simple, installation is fast, and construction efficiency is high.
Detailed description of the invention
Fig. 1 is a kind of perspective view of assembled template support frame integral structure of the present invention, and double dot dash line indicates ground in figure
Face.
Fig. 2 is a kind of solid of the X-shaped self-stabilization support frame module of assembled template support frame integral structure of the present invention
Figure.
Fig. 3 is a kind of front view of assembled template support frame integral structure of the present invention, and the double dot dash line in figure is dress
With the schematic diagram after formula formwork-support integral structure degradation low clearance.
Fig. 4 is a kind of signal of another embodiment of the template of assembled template support frame integral structure of the present invention
Figure.
In figure, 1-X shape self-stabilization support frame module, the first frame body of 11-, 111- windowing, the second frame body of 12-, 13- fixed
Bar, 2- template, 21- kerve, 211- kerve one, 212- kerve two, 213- kerve three.
Specific embodiment
Illustrate a specific embodiment of the invention with reference to the accompanying drawings and examples, but following embodiment is used only in detail
It describes the bright present invention in detail, does not limit the scope of the invention in any way.
Embodiment 1: a kind of assembled template support frame integral structure, referring to Fig. 1-3, including X-shaped self-stabilization support frame
Module 1 and template 2.
The bottom surface of template 2 is symmetrically arranged with multiple kerves 21；In Fig. 3, the bottom surface of template 2 is provided with 3 kerves.It is preferred that
, kerve 21 is bar shaped, and any place on the extending direction of kerve 21 can be arranged in such X-shaped self-stabilization support frame module 1.
Preferably, the top angle of X-shaped self-stabilization support frame module 1 is 45 °~60 °, from the middle line of template 2 to two sides, kerve 21
Groove angle ° transition from 45 ° to 60.In Fig. 3, kerve 1 is 45 °, and kerve 2 212 is 50 °, and kerve 3 213 is 60 °, according to
The height of required X-shaped self-stabilization support frame module 1, can also be arranged between kerve 1 and kerve 3 213 45 °~60 ° it
Between other values, moreover, it is preferable, the case where being equally also not limited to three kerves that this angle value, which is sequentially increased,.Tool
Body, template 2 includes girder, secondary beam, plate and Duo Gen slab, and template selects Q235B grades of steel makings, and the long 600mm of plate is thick
3mm；Girder long 600mm, high 400mm；Secondary deck-siding 400mm, high 200mm, the slot opening 110mm of kerve are pressed from both sides between two girders
Equipped with more secondary beams, the upper surface of girder and the upper surface of secondary beam are concordant, and girder and secondary beam are welded and fixed, four sides of plate with
Girder flush, and be welded and fixed respectively with girder, secondary beam；More slab sides sequentially connect to form horn shape ripple welding structure
Part, and the lower surface of girder is welded on to form kerve 21.
Referring to Fig. 1-3, X-shaped self-stabilization support frame module 1 includes the first frame body 11 and the second frame body 12, the first frame body 11 with
Second frame body 12 is staggered and connects to form the X-shaped with thickness, the both upper ends thereof difference of X-shaped self-stabilization support frame module 2
It is connected to two of them kerve 21.Preferably, X-shaped self-stabilization support frame module 1 further includes fixed link 13, and fixed link 13 selects spiral shell
Tether fitting, the first frame body 11 is equipped with windowing 111, and the second frame body 12 is through windowing 111, and fixed link 13 is from the first frame body 11
Side is through the second frame body 13 and the first frame body 11 and the second frame body 12 is hinged.Fixed link 13 can also pass through two
Shorter bolt connection piece replacement, i.e. a bolt connection piece only connect the first frame body 11 and the second frame body of its corresponding side
12, but be not easy to assemble in this way.Further, the first frame body 11 and the second frame body 12 are contour, and the first frame body 11 and second
The tie point of frame body 12 is located at the midpoint in the height of the first frame body 11.Specifically, fixed link 13 selects screw thread solid tubes, directly
Diameter 24mm.First frame body 11 is made of two upright bars for being folded with more cross bars, and upright bar uses length 4.25m, diameter 50mm, thick
The round steel pipe of 3.5mm, cross bar use diameter 25mm, the round steel pipe of thick 2mm, and cross bar long 1m opens hole in the middle part of upright bar, for covering
It is located in fixed link 13, upright bar is welded and fixed with cross bar, and weld seam and steel pipe etc. are strong, and weldquality reaches II grade of requirement.Second frame
Body 12 is made of two upright bars for being folded with more cross bars, and upright bar uses length 4.25m, diameter 50mm, the round steel of thick 3.5mm
Pipe, cross bar use diameter 25mm, the round steel pipe of thick 2mm, and cross bar long 0.9m opens hole in the middle part of upright bar, for being set in fixation
On bar 13, upright bar is welded and fixed with cross bar, and weld seam and steel pipe etc. are strong, and weldquality reaches II grade of requirement.Due to the first frame body 11
Cross bar with the second frame body 12 is round steel pipe, triangle solid steel block should be also welded on the top of the first frame body 11, second
The top of frame body 12 should also be welded with triangle solid steel block, and triangle bloom is capable of forming corner angle, in order to cooperate with kerve.
Preferably, it can also be welded with the first triangle bloom in the bottom end of the first frame body 11, at the bottom of the second frame body 12
End can also be welded with the second triangle bloom, under the common height of X-shaped self-stabilization support frame module 1, the first triangle steel
The bottom surface of block be it is horizontal, the bottom surface of the second triangle bloom is also horizontal.
The beneficial effect of the assembled template support frame integral structure is: X-shaped self-stabilization support frame module can support oneself,
Assembled template support frame integral structure can be improved efficiency convenient for assembly, disassembly；X-shaped self-stabilization is supported as needed
The both upper ends thereof of frame module abuts two kerves, the height of assembled template support frame integral structure adjustable so respectively
Degree, is utilized the stability of triangle, and assembled template support frame integral structure stability is high.
Embodiment 2: a kind of assembled template support frame integral structure, referring to Fig. 1-4, including X-shaped self-stabilization support frame
Module 1 and template 2.As another fit structure of X-shaped self-stabilization support frame module 1 and kerve 21 in embodiment 1, X-shaped is certainly
The top angle of stable bracing frame module 1 is 45 °~60 °, and the groove angle of kerve 21 is 105 °, in this way, horn shape ripple welded unit
Manufacture it is simpler.
Preferably, it is hinged with the first feet in the bottom of first frame body 11, is cut with scissors in the bottom of second frame body 12
It is connected to the second feet, fixation of the articulated shaft with X-shaped self-stabilization support frame module 1 of the articulated shaft of the first feet, the second feet
Axis is parallel.In this way, no matter the both upper ends thereof of X-shaped self-stabilization support frame module 1 is at what when placing X-shaped self-stabilization support frame module 1
Kind angle, the first feet, the second feet can be developed in ground, and can disperse pressure.
Embodiment 3: a kind of using assembled template support frame integral structure described in embodiment 1 or embodiment 2
Construction method, comprising the following steps:
It checks for placing whether the ground of the X-shaped self-stabilization support frame module smooth, whether its intensity suits the requirements, it is local
When rheobase deficiency, smooth ground or feet is installed additional between X-shaped self-stabilization support frame module and ground；
The assembled X-shaped self-stabilization support frame module, after the height for adjusting X-shaped self-stabilization support frame module, fixed X-shaped self-stabilization
Support frame module makes its setting；Preferably, in the assembled X-shaped self-stabilization support frame module also using having absolute altitude part (not
Draw), absolute altitude part is used to cooperate with X-shaped self-stabilization support frame module, so that the both upper ends thereof of X-shaped self-stabilization support frame module is distinguished
Corresponding two kerves for being connected to the template correspond to real at this point, the top angle of X-shaped self-stabilization support frame module is ∠ A
It applies in example, ∠ A has 45 °, 50 °, 60 °, at this point, absolute altitude part can also make three, the absolute altitude part includes that two shackle members connect
The push rod of two shackle members is connect, shackle member includes the lateral edge portion being fixed in base plate, is equipped in lateral edge portion for being clamped
Four flutings on X-shaped self-stabilization rack module, (at this moment, corresponding two flutings of interconnection are constructed respectively with forming X-shaped
Line, the top angle which constructs line are equal to ∠ A), due to using fixed link 13 in embodiment 1, can be on absolute altitude part
It is provided with for covering the opening in fixed link 13, which forms the 5th fluting in lateral edge portion, and 1 is formed in base plate
A opening.The lateral edge portion of two shackle members is preferably located at the same side of bottom plate, in the assembled X-shaped self-stabilization support frame module
When, then push rod is pushed forward by hand-held push rod by opening sleeve in fixed link 13, the fluting on two OK a karaoke club parts is made to be stuck in X
On the X-shaped bar of shape self-stabilization support frame module two sides, then, the bolt connection piece of fixed link, fixed X-shaped self-stabilization support are tightened
Frame module；
The X-shaped self-stabilization support frame module after setting is placed along depth direction, two adjacent X-shaped self-stabilization support frames
Spacing≤100mm of module；
The template is placed on the X-shaped self-stabilization support frame module, two kerves of the template respectively correspond to
It is connected to the both upper ends thereof of the X-shaped self-stabilization support frame module.Structure checks height after the completion of setting up, and allows to have error, error is not
Greater than 10mm.
Compared with prior art, a kind of beneficial effect of the construction method of assembled template support frame integral structure of the present invention
Fruit is: structure is simple, installation is fast, and construction efficiency is high.
Embodiment 4: a kind of construction method using assembled template support frame integral structure above-mentioned, including following step
It is rapid: it checks for placing whether the ground of the X-shaped self-stabilization support frame module smooth, whether its intensity suits the requirements, it is local
When rheobase deficiency, smooth ground or feet is installed additional between X-shaped self-stabilization support frame module and ground；
The assembled X-shaped self-stabilization support frame module makes it in hinged state, and the template is placed on the X-shaped self-stabilization branch
In support module, two kerves of the template correspond respectively to the both upper ends thereof of the X-shaped self-stabilization support frame module, fixed
X-shaped self-stabilization support frame module, makes its setting；
The assembled template support frame integral structure after assembling is placed along depth direction, two adjacent assembled moulds
The template of plate bracing frame integral structure fits.Structure checks height after the completion of setting up, and allows to have error, error is not more than
10mm。
The cast-in-place steel reinforced concrete residential project floor that assembled template support frame integral structure is more suited to the high 3m-3.5m of layer pours
Build construction.
The present invention is described in detail above in conjunction with drawings and examples, still, those of skill in the art
Member is it is understood that without departing from the purpose of the present invention, can also carry out each design parameter in above-described embodiment
Change, forms multiple specific embodiments, is common variation range of the invention, is no longer described in detail one by one herein.
Claims (10)
1. a kind of assembled template support frame integral structure, including template, which is characterized in that further include the support of X-shaped self-stabilization
Frame module；The bottom surface of the template is equipped with multiple kerves；The X-shaped self-stabilization support frame module includes the first frame body and the second frame
Body, the first frame body are staggered with the second frame body and connect to form the X-shaped with thickness, X-shaped self-stabilization support frame module it is upper
Portion both ends are connected to kerve described in two of them respectively.
2. assembled template support frame integral structure as described in claim 1, which is characterized in that the kerve is bar shaped.
3. assembled template support frame integral structure as described in claim 1, which is characterized in that the X-shaped self-stabilization branch
The top angle of support module is 45 °~60 °, and the groove angle of the kerve is 105 °.
4. assembled template support frame integral structure as described in claim 1, which is characterized in that the X-shaped self-stabilization branch
The top angle of support module is 45 °~60 °, and from the middle line of the template to two sides, the groove angle of the kerve is from 45 ° to 60 °
Transition.
5. assembled template support frame integral structure as described in claim 1, which is characterized in that the X-shaped self-stabilization branch
Support module further includes fixed link, and first frame body is equipped with windowing, and second frame body is through windowing, and fixed link is from first
The side of frame body is through the second frame body and the first frame body and the second frame body is hinged.
6. assembled template support frame integral structure as claimed in claim 5, which is characterized in that first frame body and institute
State that the second frame body is contour, and the tie point of the first frame body and the second frame body is located at the midpoint in the height of the first frame body.
7. assembled template support frame integral structure as claimed in claim 5, which is characterized in that in first frame body
Bottom is hinged with the first feet, is hinged with the second feet, the articulated shaft of the first feet, the second pad in the bottom of second frame body
The articulated shaft of foot is parallel with the fixing axle of the X-shaped self-stabilization support frame module.
8. using the construction method such as assembled template support frame integral structure of any of claims 1-7,
It is characterized in that, comprising the following steps: check whether the ground of the X-shaped self-stabilization support frame module is smooth, it is strong for placing
Whether degree suits the requirements, and when foundation strength deficiency, smooth ground or installs additional between X-shaped self-stabilization support frame module and ground
Feet；
The assembled X-shaped self-stabilization support frame module, after the height for adjusting X-shaped self-stabilization support frame module, fixed X-shaped self-stabilization
Support frame module makes its setting；
The X-shaped self-stabilization support frame module after setting is placed along depth direction, two adjacent X-shaped self-stabilization support frames
Spacing≤100mm of module；
The template is placed on the X-shaped self-stabilization support frame module, two kerves of the template correspond respectively to
The both upper ends thereof of the X-shaped self-stabilization support frame module.
9. construction method as claimed in claim 8, which is characterized in that also spelled using there is absolute altitude part in the construction method
When filling the X-shaped self-stabilization support frame module, the absolute altitude part is used to cooperate with X-shaped self-stabilization support frame module, so that X-shaped is certainly
The both upper ends thereof of stable bracing frame module respectively corresponds two kerves for being connected to the template, and the absolute altitude part includes two cards
Fitting connects the push rod of two shackle members, and shackle member includes the lateral edge portion being fixed in base plate, is equipped with and uses in lateral edge portion
It is hand-held to push away in the assembled X-shaped self-stabilization support frame module in four flutings being connected on X-shaped self-stabilization rack module
The shackle member is respectively engaged with the two sides of X-shaped self-stabilization rack module, fixed X-shaped self-stabilization support frame module by bar.
10. using the construction method such as assembled template support frame integral structure of any of claims 1-7,
It is characterized in that, comprising the following steps: check whether the ground of the X-shaped self-stabilization support frame module is smooth, it is strong for placing
Whether degree suits the requirements, and when foundation strength deficiency, smooth ground or installs additional between X-shaped self-stabilization support frame module and ground
Feet；
The assembled X-shaped self-stabilization support frame module makes it in hinged state, and the template is placed on the X-shaped self-stabilization branch
In support module, two kerves of the template correspond respectively to the both upper ends thereof of the X-shaped self-stabilization support frame module, fixed
X-shaped self-stabilization support frame module, makes its setting；
The assembled template support frame integral structure after assembling is placed along depth direction, two adjacent assembled moulds
The template of plate bracing frame integral structure fits.
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110847600A (en) * | 2019-11-11 | 2020-02-28 | 沈阳促晋科技有限公司 | Reinforced support frame for lower beam template |
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| US20050011421A1 (en) * | 2003-07-17 | 2005-01-20 | Chongyi Zhang | Strengthened foldable support frame |
| CN2659220Y (en) * | 2003-11-21 | 2004-12-01 | 冷鹭浩 | Height adjustable folding table |
| CN202745407U (en) * | 2012-09-13 | 2013-02-20 | 中国三冶集团有限公司建筑设计研究院 | Support frame used for building |
| CN203257123U (en) * | 2013-04-03 | 2013-10-30 | 成都佳美嘉科技有限公司 | Building supporting frame convenient to fold |
| CN208918286U (en) * | 2018-09-18 | 2019-05-31 | 郑州大学 | Assembled template support frame integral structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110847600A (en) * | 2019-11-11 | 2020-02-28 | 沈阳促晋科技有限公司 | Reinforced support frame for lower beam template |
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