CN209369328U - A kind of removable die carrier structure of lateral wall mould - Google Patents
A kind of removable die carrier structure of lateral wall mould Download PDFInfo
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- CN209369328U CN209369328U CN201822017935.7U CN201822017935U CN209369328U CN 209369328 U CN209369328 U CN 209369328U CN 201822017935 U CN201822017935 U CN 201822017935U CN 209369328 U CN209369328 U CN 209369328U
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Abstract
The utility model provides a kind of removable die carrier structure of lateral wall mould, includes support system and template system.Support system includes support unit, and support unit includes several support frames, and spaced apart between several support frames as described above to be connected by connecting rod, support frame as described above is the truss structure of right-angle triangle.Several support rods are supported by inside support frame, steering mechanism and self-stabilization mechanism is arranged in support frame bottom；Template system includes front-end template and attachment device.Support system is connected by attachment device with front-end template, and front-end template is several big steel dies.In addition, the utility model also provides the installation method of this kind of die carrier structure.The utility model has many advantages, such as that speed of application is fast, construction material saves, support system is highly-safe, applied widely, institute's walling joint seam trace is few.
Description
Technical field
The utility model relates to building mould technical fields, in particular to a kind of removable mould bases of lateral wall mould
The installation method of structure and the die carrier structure.
Background technique
With the propulsion of Process of Urbanization Construction, rail traffic becomes the only selection in many cities.In urban rail transit construction mistake
Cheng Zhong, track station and buried section of an ultra shallow are constructed frequently with open cut along way.In open cut along in way constructing structure work progress
Side wall, because its outside and the building enclosures such as diaphram wall are closely connected, wall form system is unilateral side support shuttering.
During conventional construction, such one side formwork passes through big stupefied, small stupefied keel frequently with small steel membrane on-site consolidation
System and full hall support frame steel pipe stull, to keep template system to stablize.However conventional construction technique has in engineering practice
It is following insufficient:
Firstly, being influenced by hanging device and convenient construction degree, form surfacing is assembled frequently with small steel membrane buckle,
Lead to that plate face flatness is insufficient, seam is more and seam connection rigidity is inadequate, there are seam traces so as to cause concreting face
The defects of mark, faulting of slab ends.
Secondly, the speed of application of this mode is slow.In this manner, field operation all uses manual work, no
Only set up speed it is slow, and different operating face turnover operation when, need all remove be primary structural component, then new working face again
Assembly, leads to manually to put into that big, operating speed is slow.
Finally, template system support stiffness is inadequate, race modulus problem is easily led to.Because split bolt can not be used, the technique
Form bracing system is mainly made of big stupefied, small stupefied, full hall support frame horizon bar stull and local diagonal brace, and it is steady to influence support system
Qualitative factor is more.In construction process, common to be influenced by concreting lateral pressure and power of vibrating, side form is produced
It is raw to run mould, seriously affect concrete construction quality.
Utility model content
The utility model provides a kind of removable die carrier structure of lateral wall mould, can not only reduce concrete and build face
Joint seam trace additionally has the advantages that template system support stiffness is high, speed of application is fast.
A kind of removable die carrier structure of lateral wall mould, includes support system and template system.
Support system includes support unit, and support unit includes several support frames, is spaced one between several support frames as described above
Set a distance is connected by connecting rod, and support frame as described above is the truss structure of right-angle triangle.If being supported by inside support frame
Steering mechanism and self-stabilization mechanism is arranged in Heavenly Stems and Earthly Branches strut, support frame bottom.
Template system includes front-end template and attachment device.Support system passes through attachment device (22) and front-end template phase
Even, front-end template includes several big steel dies and template back arris.
Preferably, the support frame quantity of each support unit is three Pin.
Preferably, it is set as deflecting roller to mechanism, self-stabilization mechanism is jack.
For perfect scheme, support frame is the truss structure of triangular structure of right angle, including one horizontal in support frame bottom
Bottom edge, one with the vertical edge of base vertical and a bevel edge, be provided with workbench on bevel edge.Further, template system
The side of corresponding support frame vertical edge is set, and the template system and all support frame vertical edges in the support system are homogeneous
Even.In addition, further, backboard it is stupefied comprising it is several be arranged in the same direction with the vertical edge, quantity is identical and position it is corresponding erect it is stupefied.
For perfect scheme, attachment device includes adjustable bolt.Front-end template is fixed on support unit simultaneously by adjustable bolt
Adjust the verticality of front-end template.
In addition, also providing a kind of installation method of removable die carrier structure comprising the steps of:
S1: the preparatory bullet good wall sideline below the front-end template presets embedded part system in construction ground, described
Embedded part system includes a variety of groups in foundation bolt, attaching nut, outside connecting rod, outer nut, press beam, earth anchor and gusseted unit
It closes；
S2: being connected by the embedded part system and fixes the removable mould bases；
S3: the vertical height of the support system is adjusted；
S4: selecting suitable front-end template size, connects the template system and the support by the attachment device
System；
S5: the attachment device is adjusted to adjust the relative position of front-end template and the support system and front-end template
Vertical degree, the front-end template top is to the direction away from the support system and deviates direction introversion perpendicular to the ground, locks institute
State relative position and vertical degree.
Preferably, support frame bottom is provided with deflecting roller and jack.In step s3, after support system is moved to,
Lifting jack keeps the universal wheel of support frame bottom hanging, thus the relative position of lock support system and bottom surface.
Preferably, attachment device includes adjustable bolt, and adjustable bolt connects the front-end template and the support unit.?
In step S5, the verticality of front-end template is adjusted and locked by turn adjustable bolt.
This patent bracket is steel frame construction, and splicing is fixed by bolts, and design has universal wheel.Therefore, in use process
In to season, weather, lifting condition, wall position, whether there is or not chamferings etc. at wall bottom without particular/special requirement, there is broad applicability, and not
There are the environmental issues such as earthwork transportation, noise pollution.
Relative to traditional engineering method, this engineering method is had the further advantage that
Firstly, improving speed of application.Die carrier structure uses removable frame, and peace, which tears process open only, to be needed to complete each support unit
Internal jack leveling support and template bolt adjust work, and frame body can move integrally, and dismounting speed is fast, movement speed
Fastly.Through practical application, every structural sections can be improved mould bases and install speed 2 days.
Secondly, improving walls concrete construction quality.Mould bases using big steel die, pass through back cord and support system connect
It connects, only has formwork edge joint at panel and plate contact.In the case of same construction area, reduce the piece of front-end template,
Improve the rigidity of side form.Meanwhile support system bottom uses earth anchor and gusseted unit, the common walls concrete that bears pours
The lateral concrete pressure of level and power of vibrating, system during building is reliable.In the actual construction process, all concretings
Element quality examination is excellent.
Again, construction cost investment 15% or so is reduced.Since mould bases uses integral unit connection scheme, in work progress
In, manpower consumption amount and auxiliary material consumption reduce to a certain degree.Through calculating, artificial and auxiliary material consumption can reduce by 15% left side
It is right.
Furthermore improve construction safety degree.Since mould bases is using whole connecting method, the personal height activity duration is reduced.
Meanwhile personnel's operation carries out on die carrier structure workbench, degree of safety increases substantially.
Finally, it is extensive to be applicable in execution conditions.Because this die carrier structure is from the packaged type system of panel, and work progress
Middle panel method of adjustment is simple, therefore work progress does not need large-scale lifting appliance cooperation, and can not open working space above
Construction operation under the conditions of spacious has wide applicability.
The utility model is further described in detail below in conjunction with attached drawing.
Detailed description of the invention
Attached drawing in this specification only illustrates as the visualization to word segment content in specification, in art technology
In personnel's actual fabrication and use process, it can be made on the basis of this utility model without creative change.
Fig. 1 is the structural schematic diagram of the removable mould bases of the utility model；
Fig. 2 is the structural schematic diagram of the support system of the utility model；
Fig. 3 is the mono-layer propping frame of the utility model support frame and the structural schematic diagram of double layer support frame frame；
Fig. 4 is the removable mould bases schematic diagram that workbench is had in the utility model；
Fig. 5 is the combination diagram of front-end template and template back arris in the utility model；
Fig. 6 is the simple view of the installation method of the utility model.
Specific embodiment
In the following, being specifically described by illustrative embodiment to the utility model.It should be appreciated, however, that not into one
In the case where step narration, original part, structure and features in an embodiment can also be advantageously incorporated into other embodiments
In.
In the description of the present invention, it should be noted that if occur term " center ", "upper", "lower", " left side ",
The orientation or positional relationship of the instructions such as " right side ", "vertical", "horizontal", "inner", "outside" is orientation or position based on the figure
Relationship or the product using when the orientation or positional relationship usually put, be merely for convenience of description and simplification description, and
It is not that the device of indication or suggestion meaning or element must have a particular orientation, be constructed and operated in a specific orientation, therefore
It should not be understood as limiting the present invention.If in addition, occurring term " first ", " second " etc. in the description of the utility model
It is only used for distinguishing description, is not understood to indicate or imply relative importance.
If being not offered as requiring absolutely in addition, occurring the terms such as term "horizontal", "vertical" in the description of the utility model
Horizontal or pendency, but can be slightly tilted.If "horizontal" only refers to that its direction is more horizontal with respect to for "vertical", not
It is to indicate that the structure is had to fully horizontally, but can be slightly tilted.It for the ordinary skill in the art, can be with
The concrete meaning of above-mentioned term in the present invention is understood as the case may be.
A kind of removable die carrier structure of lateral wall mould, includes support system 1 and template system 2.
The support system 1 includes support unit 11, and support unit 11 can be one, and it is single to be also possible to several supports
Member 11 is built into an entire support system 1.Steel tube fastener can be used between several support units 11 to be connected, to improve mould bases
Whole structural stability.Each support unit 11 includes several support frames 110, is spaced one between support frame 110 and support frame 110
It is connected after fixed distance by connecting rod 3.In order to adapt to actually use, distance 650mm is one between every two Pin support frame 110
Proper spacing distance.Certainly, different with requirement according to different construction sites, different spacing distances can be used.Even
Extension bar 3 can be using lateral I-steel, and support frame 110 is fixedly linked with I-steel using bolt.
Preferably, three Pin support frames 110 are interconnected, to form a support unit 11.
Support frame 110 is the truss structure of right-angle triangle, is supported by several supports inside the support frame 110
Bar 4, the effect of support rod 4 are the stability in order to improve support frame 110.For this purpose, multistage can be arranged inside support frame 110
The support rod 4 of different length is reinforced by stability of the connection to each other to support frame 110.As it can be seen that each support is single
The section of member 11 is right triangular shape, also has certain length after three Pin lateral connections, so as to form self-stabilization knot
Structure system.
The steering mechanism 5 to turn to is arranged in 110 bottom of support frame as described above, the shifting of support frame 110 during being easy to use
It is dynamic.This steering mechanism 5 can be universal wheel.In addition, 110 bottom of support frame also sets up self-stabilization mechanism, this mechanism can be with
It is jack.The running gear as mould bases of universal wheel, screw jack are bottom supports when mould bases fixes work.It is propping up
When supportting the movement of unit 11 in place and carrying out installing fixed, it is lifted jack, so that universal wheel is hanging, very heavy top/bottom part is supported in ground
On the basis of face, the vertical counter-force to support frame 110 is provided.
Template system 2 includes front-end template 21 and attachment device 22, and support system 1 passes through attachment device 22 and front end mould
Plate 21 is connected, and front-end template 21 includes that several big steel dies are spliced.In actual use, 4000mm X can be used
The panel of 1500mm, cooperates 110 spacing distance of support frame of 650mm, and both sides support frame 110 is apart from 21 edge of front-end template
100mm。
The support unit 11 that three Pin support frames, 110 lateral connection is formed adds the front-end template of each support unit 11
21, form mobile moldbase structure.Realize overall movement, integral installation is fixed, to accelerate assembled speed.
As shown in figure 5, the problem inadequate in order to avoid panel rigidity, selection adds template back arris in panel behind and is added
Gu.Template back arris includes big stupefied and small stupefied.Preferably, the longitudinal addition three of selection is small stupefied, and material can be selected list and spell channel steel；Laterally
Addition four big stupefied, and the big stupefied selection Two bors d's oeuveres channel steel of each forms class I-shaped structure.The interactive network of big stupefied and small stupefied formation
Shape system significantly increases the rigidity of front-end template 21.In addition, template back arris not only acts as connection function, also function to front end
The supporting role of template 21.
Attachment device 22 further includes the adjustable bolt being arranged in front-end template 21.Several friendships are formed after template back arris interaction
Crunode installs bolt on crosspoint to connect front-end template 21 and support system 1.Two bors d's oeuveres channel steel selected by template back arris,
There are the gaps of certain distance between the steel tank of Two bors d's oeuveres, and bolt is allowed to install here.
Front-end template 21 can be not only connected in support system 1 by adjustable bolt, and also adjustable front-end template 21 is hung down
It is straight to spend and fix, it completes template and adjusts function.Meanwhile support frame 110 and front end can be adjusted according to the height etc. of live wall
The size of template 21.
Further refinement on this basis.Support frame as described above 110 is the truss structure of triangular structure of right angle, wherein packet
Include a horizontal bottom edge 111 in 110 bottom of support frame, a vertical edge 112 vertical with bottom edge 111 and a bevel edge 113.Institute
State the side that corresponding 110 vertical edge 112 of support frame is arranged in template system 2, the template system 2 in the support system 1
All 110 vertical edges 112 of support frame are connected.As shown in Figure 1, front-end template 21 lean on and be connected on support frame 110, and with it is every
The vertical edge 112 of one support frame 110 is connected.In preferred support system, including three support frames 110, and template back arris
Comprising corresponding 3 of setting, position is erected stupefied in the same direction with support frame vertical edge 112, the vertical edge 112 of each support frame 110 is and front end
Template system 2 be connected.As shown in figure 4, workbench is arranged on the bevel edge 113 of support frame 110, staff is facilitated to grasp
Make.
Optimization, as shown in figure 3, support frame 110 includes the subframe 101 of two connected right angled triangles, two institutes
It states subframe 101 to be spaced relatively, and limits straight joint jointly.Connected between two subframes 101 by connecting plate various ways
It is connected into one.Subframe 101 is spliced by channel steel, and the notch of channel steel is outward, bottom wall interval is opposite forms the straight joint.It is double-deck
Subframe 101 is provided with the rigid for being conducive to increase supporter.
Hereinafter, embodiment 1 to embodiment 4 is provided, to illustrate the installation method of this die carrier structure.
Embodiment 1:
A kind of removable die carrier structure installation method of lateral wall mould comprising the steps of:
S1: the preparatory bullet good wall sideline below the front-end template 21 presets embedded part system, institute in construction ground
Stating embedded part system includes foundation bolt, attaching nut, outside connecting rod, outer nut, earth anchor, press beam and gusseted unit 11；
S2: being connected by the embedded part system and fixes the support system 1；
S3: the vertical height of the support system 1 is adjusted；
S4: selecting suitable 21 size of front-end template, by the attachment device 22 connect the template system 2 with it is described
Support system 1；
S5: the attachment device 22 is adjusted to adjust the relative position and front end of front-end template 21 Yu the support system 1
The vertical degree of template 21,21 top of front-end template is to the direction away from the support system 1 and deviates direction perpendicular to the ground
Introversion locks the relative position and vertical degree.
Embodiment 2:
A kind of removable die carrier structure installation method of lateral wall mould comprising the steps of:
S1: the preparatory bullet good wall sideline below the front-end template 21 presets embedded part system, institute in construction ground
It includes more in foundation bolt, attaching nut, outside connecting rod, outer nut, earth anchor, gusseted unit 11 and press beam for stating embedded part system
Kind combination；
S2: being connected by the embedded part system and fixes the support system 1；
S3: 110 bottom of support frame is provided with deflecting roller and jack, and after support system 1 is moved to, lifting jack makes
The universal wheel of 110 bottom of support frame is hanging, thus the relative position of lock support system 1 and bottom surface.
S4: selecting suitable 21 size of front-end template, by the attachment device 22 connect the template system 2 with it is described
Support system 1；
S5: the attachment device 22 is adjusted to adjust the relative position and front end of front-end template 21 Yu the support system 1
The vertical degree of template 21,21 top of front-end template is to the direction away from the support system 1 and deviates direction perpendicular to the ground
Introversion locks the relative position and vertical degree.
Embodiment 3:
A kind of removable die carrier structure installation method of lateral wall mould comprising the steps of:
S1: the preparatory bullet good wall sideline below the front-end template 21 presets embedded part system, institute in construction ground
Stating embedded part system includes foundation bolt, attaching nut, outside connecting rod, outer nut, press beam, earth anchor and gusseted unit 11；
S2: being connected by the embedded part system and fixes the support system 1；
S3: 110 bottom of support frame is provided with deflecting roller and jack, and after support system 1 is moved to, lifting jack makes
The universal wheel of 110 bottom of support frame is hanging, thus the relative position of lock support system 1 and bottom surface.
S4: selecting suitable 21 size of front-end template, by the attachment device 22 connect the template system 2 with it is described
Support system 1；
S5: attachment device 22 includes adjustable bolt and template back arris.Adjustable bolt connects front-end template 21 and the support
Unit 11, template back arris are connected with support frame as described above 110 and support the front-end template 21.The top of front-end template 21 is to deviating from
The side of 110 vertical edge 112 of support frame and deviate direction introversion 5mm perpendicular to the ground, before adjusting and lock by turn adjustable bolt
The verticality of Side Template 21.This is because template will be slightly to close to the one of 110 vertical edge 112 of support frame after single side bracing stress
It rolls tiltedly, it is just during installation that it is lean-in to negative side in order to avoid front-end template 21 generates skew in the vertical direction.Introversion
Distance be based on the mutual distance of three Pin support frames 110 be 650 mm, support frame 110 distance template edge in both sides is
100mm, front-end template 21 are the preferred embodiment in this data basis of 4000mm X 1500mm.
Embodiment 4:
A kind of removable die carrier structure installation method of lateral wall mould comprising the steps of:
S1: preparatory bullet good wall sideline, reinforcing bar bind and put die carrier structure after checking and accepting below the front-end template 21
In place, embedded part system is then preset in construction ground.
Wall sideline is as Template Location line.Template Location is to ensure that protective layer thickness and vertical degree two indices.
Embedded part system includes foundation bolt, attaching nut, outside connecting rod, outer nut, press beam, earth anchor etc., and pre-embedded bolt etc. is set
Standby to provide support system 1 stable counter-force, the lateral force namely plastic state that support frame 110 is transmitted by 21 direction of front-end template are mixed
It is reversed by 1 self gravity of support system, ground anchor bolt when the effect for the lateral force that solidifying soil lateral pressure and concrete vibrating generate
Pulling force and counterweight, which provide, stablizes counter-force, the stability for keeping support system 1 whole.
Support frame 110 possesses certain quality, has been not likely to produce sidesway after being lifted universal wheel in addition.But in order to further
Reinforce the stability of support frame 110, first squeezes into several earth anchors on the ground in predetermined position, then connect ground by modes such as bolts
Anchor and support frame 110, to improve the stability of support system entirety.If in order to further improve the stabilization of support system
Property, it can also be on the support frame plus the counterweight of certain mass to increase the total quality of support frame, to reach preferably steady
Determine effect.
S2: being connected by the embedded part system and fixes the support system 1.
Support unit 11 processing factory after processing is completed, horizontal transport reach construction site.The mechanical not convenient position of handling,
It can be in place using indirect labor's driven mode.Stacked on top of one another is unable between support unit 11.
S3: 110 bottom of support frame is provided with deflecting roller and jack, and after support system 1 is moved to, lifting jack makes
The universal wheel of 110 bottom of support frame is hanging, thus the relative position of lock support system 1 and bottom surface.It, can between support unit 11
It is connected using steel tube fastener, improves die carrier structure overall stability.
S4: selecting suitable 21 size of front-end template, by the attachment device 22 connect the template system 2 with it is described
Support system 1.
S5: attachment device 22 includes adjustable bolt and template back arris.Adjustable bolt connects front-end template 21 and the support
Unit 11, template back arris are connected with support frame as described above 110 and support the front-end template 21.The top of front-end template 21 is to deviating from
The side of 110 vertical edge 112 of support frame and deviate direction introversion 5mm perpendicular to the ground, before adjusting and lock by turn adjustable bolt
The verticality of Side Template 21.This is because template will be slightly to close to the one of 110 vertical edge 112 of support frame after single side bracing stress
It rolls tiltedly, it is just during installation that it is lean-in to negative side in order to avoid front-end template 21 generates skew in the vertical direction.Introversion
Distance be based on the mutual distance of three Pin support frames 110 be 650 mm, support frame 110 distance template edge in both sides is
100mm, front-end template 21 are the preferred embodiment in this data basis of 4000mm x 1500mm.
S6: being spliced when between two support units 11, and when splicing notices that formwork edge joint pays attention to consolidating, is reliable, constant
Shape, not spillage.Each die carrier structure unit self-contained stability series system, but to improve the mould bases stability of whole metope, mould bases knot
It can be connected by lateral steel pipe between structure unit.
S7: the operating platform used for staff is installed on the bevel edge 113 of support frame 110, later to mould bases knot
The each fixing link of structure carries out fastening inspection, it is ensured that mouth is not when the safety of whole mould bases, stability and concrete placings, under template
It can spillage.
In processing and fabricating and field-mounted process, rubbish is cleared up in time, and is stored into specified refuse depot.Accomplish the complete field of work
Clearly.Bracket and placing of material place and construction site will reach in good order, clean pollution-free, low noise, low fugitive dust, low energy consumption
Overall effect.
This specific embodiment is only the explanation to the utility model, is not limitations of the present invention, ability
Field technique personnel can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but
As long as all by the protection of Patent Law in the scope of the claims of the utility model.
Claims (7)
1. a kind of removable die carrier structure of lateral wall mould, which is characterized in that it include support system (1) and template system (2),
The support system (1) includes support unit (11), and the support unit (11) includes several support frames (110), several described
Spaced apart between support frame (110) to be connected by connecting rod (3), support frame as described above (110) is right-angle triangle
Truss structure, is supported by several support rods (4) inside support frame as described above (110), the setting of support frame as described above (110) bottom turns to
Mechanism and self-stabilization mechanism；
The template system (2) includes front-end template (21) and attachment device (22), and the support system (1) passes through connection dress
It sets (22) to be connected with the front-end template (21), the front-end template (21) includes several big steel dies and template back arris.
2. a kind of removable die carrier structure of lateral wall mould according to claim 1, which is characterized in that each branch
Supportting unit (11) includes three support frames (110).
3. a kind of removable die carrier structure of lateral wall mould according to claim 1, which is characterized in that support frame as described above
(110) steering mechanism of bottom is set as deflecting roller, and the self-stabilization mechanism is jack.
4. a kind of removable die carrier structure of lateral wall mould according to claim 1, which is characterized in that support frame as described above
(110) be triangular structure of right angle truss structure, including a horizontal bottom edge (111) in support frame (110) bottom, one
The vertical edge (112) and a bevel edge (113) vertical with bottom edge (111), template system (2) setting is in corresponding support frame
(110) side of vertical edge (112), the template system (2) and all support frames (110) vertical edge in the support system (1)
(112) it is connected.
5. a kind of removable die carrier structure of lateral wall mould according to claim 4, which is characterized in that the bevel edge
(113) workbench is set on.
6. a kind of removable die carrier structure of lateral wall mould according to claim 1, which is characterized in that support frame as described above
(110) be triangular structure of right angle truss structure, including a horizontal bottom edge (111) in support frame (110) bottom, one
The vertical edge (112) vertical with bottom edge (111), the template back arris include it is several be arranged in the same direction with the vertical edge (112), quantity phase
With and position it is corresponding erect it is stupefied.
7. a kind of removable die carrier structure of lateral wall mould according to claim 1, which is characterized in that the attachment device
It (22) include several adjustable bolts, the front-end template (21) is fixed on the support unit (11) simultaneously by the adjustable bolt
Control the verticality of the front-end template (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822017935.7U CN209369328U (en) | 2018-11-26 | 2018-11-26 | A kind of removable die carrier structure of lateral wall mould |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201822017935.7U CN209369328U (en) | 2018-11-26 | 2018-11-26 | A kind of removable die carrier structure of lateral wall mould |
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| CN209369328U true CN209369328U (en) | 2019-09-10 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112112422A (en) * | 2020-09-18 | 2020-12-22 | 中铁济南工程建设监理有限公司 | Template support assembly for subway station side wall and supervision method thereof |
| CN113700035A (en) * | 2021-07-14 | 2021-11-26 | 中铁一局集团厦门建设工程有限公司 | Single-side formwork support system and construction method thereof |
| CN114704090A (en) * | 2022-04-29 | 2022-07-05 | 中建五局华东建设有限公司 | Lifting system of unilateral formwork |
-
2018
- 2018-11-26 CN CN201822017935.7U patent/CN209369328U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112112422A (en) * | 2020-09-18 | 2020-12-22 | 中铁济南工程建设监理有限公司 | Template support assembly for subway station side wall and supervision method thereof |
| CN113700035A (en) * | 2021-07-14 | 2021-11-26 | 中铁一局集团厦门建设工程有限公司 | Single-side formwork support system and construction method thereof |
| CN114704090A (en) * | 2022-04-29 | 2022-07-05 | 中建五局华东建设有限公司 | Lifting system of unilateral formwork |
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