CN109653487A - Deckle board combination mould - Google Patents
Deckle board combination mould Download PDFInfo
- Publication number
- CN109653487A CN109653487A CN201811645614.XA CN201811645614A CN109653487A CN 109653487 A CN109653487 A CN 109653487A CN 201811645614 A CN201811645614 A CN 201811645614A CN 109653487 A CN109653487 A CN 109653487A
- Authority
- CN
- China
- Prior art keywords
- frame
- plate
- deckle board
- template
- support
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Pending
Links
Classifications
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
-
- 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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
- E04G9/04—Forming boards or similar elements the form surface being of wood
Abstract
The present invention relates to building template technical fields, specifically, it is related to deckle board combination mould, it includes being assembled into two side templates and an end template of placing frame structure grooves type shape, the side template includes side plate and the side frame that connect with side plate edge, the end template includes bottom plate and the bottom frame that connect with bottom plate, and the bottom frame is connect with two side frames.The present invention is connected by bottom frame with side frame, so that template connects fast and stable, and bottom frame and side frame greatly improve the intensity of template, reduce support construction, is realized Quick Release fast-assembling, recycling, is substantially reduced construction cost.
Description
Technical field
The present invention relates to building template technical fields, specifically, being related to deckle board combination mould.
Background technique
In existing cast-in-place concrete structure, steel form or plank sheathing are mostly used, two kinds of templates, which are compared, respectively there are advantage and disadvantage.
Steel form has that intensity is high, rigidity is big, assembled tight, is unlikely to deform, and external corner is upright, and it is excellent that turnover rate is very fast, the number of turnover is more etc.
Point, but there is also from the disadvantages of great, production required precision is high, and construction technology level requirement is high；Plank sheathing has flexibility
By force, wide adaptability makes quick and convenient, the advantages that construction process requirement is lower, but that there are template strengths is low, needs to support knot
The disadvantages of structure is more, long construction period.With the flexible production to formwork supporting plate of construction, turnover rate, rigidity and construction
The requirement of cost is higher and higher, and existing steel form or plank sheathing have not adapted to requirement at this stage.
Summary of the invention
When assembling construction, that there are end support structures is unstable for existing detachable steel bar truss floor support plate by the present invention
The problem of, deckle board combination mould is provided, the support force of support construction steel bar girder can be effectively passed to, avoid floor support plate
Stress is excessive and damages or fails.
The purpose of the present invention is achieved through the following technical solutions:
A kind of deckle board combination mould according to the present invention places two side templates and the bottom of frame structure grooves type shape including being assembled into
Template, the side template include side plate and the side frame that connect with side plate edge, and the end template includes bottom plate and connect with bottom plate
Bottom frame, the bottom frame connect with two side frames.The present invention is connected by bottom frame with side frame, so that template connects fast and stable, and
And bottom frame and side frame greatly improve the intensity of template, reduce support construction, realize Quick Release fast-assembling, recycling, substantially reduce and apply
Work cost.
Further, the side frame includes upper frame and lower side frame, and the cross section of the upper frame and lower side frame is rectangular
Perhaps surface and upper surface or the lower end surface of side template are covered each by groove profile.Side frame has template end, edge
Preferable protective effect substantially increases the access times of side plate, reduces material cost investment.
Further, the upper frame is equipped with the baffle projected upwards.Baffle not only increases the intensity of side template and erects
To bending resistance, and when concreting form preferably, convenient for demoulding.
Further, the upper frame and lower side frame are respectively equipped with upper junction plate and lower connecting plate, the upper junction plate and
Supporting element frame supporting element, the frame supports support upper junction plate are equipped between lower connecting plate.Upper and lower connecting plate can be in level
The stiffness of side template is greatly improved on direction, reduces deformation and failure, also should be intensity, rigidity can reduce greatly support construction
Setting, easy disassembly, while upper junction plate and lower connecting plate and the cooperation of frame supporting element improve the support to floor support plate end and make
With.
Further, the length of part can between the upper junction plate and lower connecting plate for the supporting element frame supporting element
It adjusts.Side frame can be suitable for the side plate of different in width, improve the utilization rate of side frame, reduce the investment of fixed cost.
Further, the frame supporting element at least one end and the upper junction plate perhaps lower connecting plate be threadedly coupled or
The supporting element at least one end fits have adjusting nut.The setting of frame supporting element is simple, easy to adjust, and standard component can be used, and throws
It is good to enter inefficient fruit.
Further, the bottom frame rectangular frame-shaped structure, the end template is in bottom frame or is set to above bottom frame.
Bottom frame is convenient to be used cooperatively with bottom plate, and intensity height facilitates assembled connection.
Further, two bottom frame end is detachably connected or connect respectively with support frame, and the support frame is equipped with
With the support portion of temporary support structure cooperation.Bottom frame can splice to adapt to the girder construction of different spans.
Further, the support portion be support frame in the middle part of support base or support plate, be provided with end template or
End face is suitable with end template upper level thereon by person.Support frame replaces bottom plate to bear support force, can reduce the number of supporting element
Amount.
Further, perhaps selling sheet or setting are lateral or vertical for pin of the bottom frame two sides equipped with support end template
To or slanting floor support end template.
Further, the bottom frame is integrated with lower side frame is perhaps welded to connect or the bottom frame and lower side frame are spelled
The inner corner trim side formed when connecing is equipped with angle mould, and the angle mould is welded to connect or is detachably connected with bottom frame and lower side frame respectively.It is right
Different connection types is needed in different engineering and design requirement, side frame and Di Kuang Eng can adapt to different connection types,
It is connected firmly durable, stability is good.
Detailed description of the invention
Fig. 1 is the deckle board combination mould schematic view of the front view of beam；
Fig. 2 is the deckle board combination mould side structure schematic view of beam；
Fig. 3 is deckle board combination mould splicing structure schematic diagram；
Fig. 4 is deckle board combination mould assembly side present invention looks up structural representation；
Fig. 5 is deckle board combination mould assembly present invention looks up structural representation；
Fig. 6 is a kind of upper frame structural schematic diagram；
Fig. 7 is a kind of lower side-frame structure schematic diagram；
Fig. 8 is another lower side-frame structure schematic diagram；
Fig. 9 is that detachable steel bar truss floor support plate mould in conjunction with the deckle board of beam installs node structure schematic diagram；
Figure 10 is that detachable steel bar truss floor support plate mould in conjunction with the deckle board of beam installs node side bottom view.
In figure: 1- steel bar girder, 11- lower edge reinforcing bar, 12- wind up reinforcing bar, 13- web member reinforcing bar, the upper anchor rib of 14-, 15-
Lower anchor rib, 2- floor support plate, 20- steel bar girder plate, 5- frame structure, 51- lead to muscle, 7- framework template, 71- end template, 712-
Bottom plate, 711- bottom frame, 72- side template, 721/1721 "-upper frame, 722/722 "-lower side frame, 723- side plate, the support of 724- frame
Part, 7214- pin, 713/713 "-angle mould, 7211- baffle, 7213- backing plate, 7212- upper junction plate, 7214- pin, 7221-
Lower connecting plate, 7222- splice plate, 73- support frame, the first supporting element of 81-, 83- third supporting element, 9- distributing reinforcement, 10- support
Seat.
Specific embodiment
To further appreciate that the contents of the present invention, the present invention is described in detail in conjunction with the accompanying drawings and embodiments.It should be understood that
, embodiment be only to the present invention explain and and it is non-limiting.
Embodiment 1
As shown in Figures 9 and 10, detachable reinforcing steel truss floor support plate 20 and 5 template of frame structure, which are matched, is combined into cast-in-place concrete mould
Hardened structure is supported the support for completing template by fraction of support construction, can save a large amount of costs of labor and material cost.It is logical
A kind of deckle board combination mould of the invention is crossed, can be realized the quick support of beam forms and dismantles and can be used repeatedly, significantly
Turnover rate is improved, and realizes and is detachably used cooperatively with adjustable diversification.
As shown in Figs. 1-5, the present embodiment deckle board combination mould includes being assembled into two side forms for placing 5 groove profile shape of frame structure
Plate 72 and an end template 71, the side template 72 include side plate 723 and the side frame connecting with 723 edge of side plate, the end template
71 include bottom plate 712 and the bottom frame 711 connecting with bottom plate 712, and the bottom frame 711 is connect with two side frames.
Existing beam forms is usually steel form or plank sheathing, is cut both ways.And embodiment passes through wood, bamboo, plastics etc.
Lightweight easily cuts conduct side plate 723 and the bottom plate 712 for cutting material, is equipped with side frame, the bottom plate on 723 periphery of side plate
712 are equipped with bottom frame 711, and the bottom frame 711 is connect with two side frames respectively.The side frame and bottom frame 711 are intensity compared with 723 He of side plate
The high material of bottom plate 712 is made, such as the materials such as aluminium alloy, steel, high strength plastics, and the side frame and bottom frame 711 are as support
Structure and connection structure.Therefore, the present invention can have the quick-assembling of steel form, intensity height, deformation small, and support construction is simple
The advantages that, and have the advantages that the assembled block of the lightweight of plank sheathing, cutting, input cost are low.The side frame and bottom frame 711 pass through pin
Connect, rivet, screw, etc. fasteners connect the side plate 723 and bottom plate 712 so that side template 72 and end template 71 are detachable simultaneously
Adapt to various sizes of beam or wall design requirement.
As shown in figures 3-8, the side frame includes upper frame 721,721 " and lower side frame 722,722 ", it is of course possible to which setting is perpendicular
Upper frame and lower side frame are connected to frame, the cross section of the upper frame 721,721 " and lower side frame 722,722 " is rectangular or is in
Groove profile, upper frame 721,721 " and lower side frame 722,722 " are covered each by the upper surface of side plate 723, lower end surface and side plate 723
Surface, so that the end face of side plate 723 is protected and promotes 72 intensity of side template.The upper frame 721,721 " and downside
" side and 72 part side of side template can be by pin 7214, expansion bolt, holdfast and screw fastenings etc. even for frame 722,722
The mode face of connecing is fixedly connected.The upper frame 721,721 " be equipped with the baffle 7211 that projects upwards, 7211 side of baffle with
Cast-in-place concrete contact, the other side and floor support plate end of baffle 7211 directly offset or are equipped with gap, to the floor support plate
End is to supporting role.The thickness greater than floor support plate can be set in the width of the baffle 7211, if floor support plate and baffle
7211 be there are gap can be by being arranged to the plugging plate of right angle or sheet in 7211 upper end of baffle, so that Liang Helou
The inner corner trim forming of panel.Can be parallel with floor plates side or be formed in the side that the baffle 7211 is contacted with concrete
Ladder.
Further, as shown in Figure 1, the upper frame 721,721 " and lower side frame 722,722 " is respectively equipped with upper junction plate
7212 and lower connecting plate 7221, the upper junction plate 7212 and lower connecting plate 7221 respectively with vertically arranged frame supporting element 724
Connection.The upper junction plate 7212 and lower connecting plate 7221 are to the direction horizontal extension far from girder construction, so that frame supporting element 724
It is that the side far from beam is arranged positioned at the outside of side template 72.The time with wood insole of different-thickness can be placed on upper junction plate 7212
Plate, floor support plate end are placed on wooden backing plate, and certainly, floor support plate end can also be directly placed at upper frame 721,721 " or
On person's upper junction plate 7212.
Same frame structure can be made to adapt to the side form of different in width by the length of the adjusting frame supporting element 724
Plate 72 reduces side frame investment, and can be applicable in different engineerings.In conditioning box supporting element 724, general adjust is located at the upper company
Part between fishplate bar 7212 and lower connecting plate 7221, the existing structure for adjusting rod piece or plate etc. can be applied to this frame
In the length adjustment of supporting element 724.The present embodiment, a kind of method of simple 724 length of conditioning box supporting element, in the frame branch
At least one end of support member 724 is threadedly coupled with the upper junction plate 7212 or lower connecting plate 7221, engages rotating frame by screw thread
Supporting element 724 is vertically connected with the direct length of plate 7221 or at least one end fits of frame supporting element 724 and has to adjust to be located at
Adjusting nut.Certainly, other as frame supporting element 724 has threaded rod and screwed pipe cooperation, adjusting screw rod composition or band
There are tube rod, the pipe Guan Peihe of pin hole, or the connecting rod cooperation structure of such as scissors shape can realize upper and lower side frame 722,722 "
The adjusting of height.
As shown in figure 5, the 711 rectangular frame-shaped structure of bottom frame, the bottom plate 712 is in bottom frame 711 or is placed in
711 top of bottom frame.When bottom plate 712 is located at the top of rectangle bottom frame 711, bottom plate 712 and bottom frame 711 are fixed simple, Ke Yitong
It crosses the modes such as pin 7214, bolt, screw to fix, supporting & stablizing.Certainly, bottom plate 712 can also be embedded in the rectangle sky of bottom frame 711
In, by the way that several or shape continuously rectangular projecting block is arranged in the rectangular space that bottom frame 711 surrounds, bottom plate 712 is risen
To supporting role, perhaps selling sheet or the setting of pin 7214 of support end template 71 can also be equipped in 711 two sides of bottom frame
Transversely or longitudinally or slanting floor support baseboard 712.
Two bottom frames, 711 end is detachably connected or connect respectively with support frame 73, the support frame 73 be equipped with
The support portion of temporary support structure cooperation, the support portion are the support base or support plate at 73 middle part of support frame, are arranged thereon
There is end template 71 or end face is suitable with 71 upper level of end template thereon.Bottom frame 711, which assembled can be dismantled, is suitble to different length
Beam, without individually customization.
The bottom frame 711 and lower side frame 722,722 " are integrated and are perhaps welded to connect or the bottom frame 711 and downside
Frame 722,722 " the inner corner trim side that is formed is equipped with angle mould 713,713 when splicing ", the angle mould 713,713 " respectively with bottom frame 711 and
Lower side frame 722,722 " is welded to connect or is detachably connected.As shown in figure 4, angle mould 713,713 " it can be continuously, it can also
To be intermittent setting, mainly fixed bottom frame 711 and lower side frame 722,722 ", also may instead be certainly support rib structure or
Square steel etc..
As shown in Figures 9 and 10, deckle board combination mould 7 is applied in the frame structure 5 of beam cooperates with detachable steel bar girder plate 20
It uses.Detachable steel bar girder plate 20 includes steel bar girder 1, floor support plate 2 and connector 4, under connector 4 and steel bar girder 1
The connection of 11 hasp of string reinforcing bar, bolt head pass through 2 downside of floor support plate and are threadedly coupled with connector 4.It holds in detachable steel bar girder building
20 end of plate is nearby welded and connected with support base 10, and the support base 10 is equipped with support leg and is supported on floor support plate 2, in support leg
Underface be arranged the first supporting element 81,81 top of the first supporting element be arranged lumps of wood cross-brace floor support plate 2.First supporting element 81
Active force mainly pass through support base 10 and be transmitted on steel bar girder 1, reduce floor support plate 2 and bear larger moment of flexure, greatly reduce building
The deformation and damage of board 2.2 end of floor support plate is smooth to ride over 721 upside of upper frame and/or upper frame 721 outward
The adjustment of backing plate 7213 or flexible connection 2 end of floor support plate can be set in 7212 upside of upper junction plate of extension, upper frame 721.
2 end of floor support plate is against 7211 side of baffle or with baffle 7211 there are gap, when there are gap be can be by rectangular
The plugging plate of shape blocks, so that beam-plate transitions smooth, occurs when pouring without spillage phenomenon.Third branch is set below end template 71
Support member 83,83 upper end of third supporting element setting branch fastener, supporting plate or the lumps of wood be supported on the bottom frame 711 of end template 71 or with
The connection of support frame 73 supports end template 71.Two side templates 72 horizontal applied force by 2 end of floor plates, boundary frame area respectively
711 vertical active forces, formwork support structure is simple, but more stable, and installing and dismounting is efficient and convenient, can be repeated as many times and utilize,
Construction cost is low.The template that deckle board combination mould in the present embodiment is mainly used in beam is built, and when removing end template, increases side
The template that can also be used as wall when the effect of the intensity of template or enhancing side frame and frame supporting element uses.
Schematically the present invention and embodiments thereof are described above, description is not limiting, institute in attached drawing
What is shown is also one of embodiments of the present invention, and actual structure is not limited to this.So if the common skill of this field
Art personnel are enlightened by it, without departing from the spirit of the invention, are not inventively designed and the technical solution
Similar frame mode and embodiment, are within the scope of protection of the invention.
Claims (11)
1. a kind of deckle board combination mould places two side templates (72) and a bed die of frame structure (5) groove profile shape including being assembled into
Plate (71), which is characterized in that the side template (72) includes side plate (723) and the side frame that connect with side plate (723) edge, institute
Stating end template (71) includes bottom plate (712) and the bottom frame (711) connecting with bottom plate (712), and the bottom frame (711) and two side frames connect
It connects.
2. deckle board combination mould according to claim 1, which is characterized in that the side frame include upper frame (721,721 ") and
The cross section of lower side frame (722,722 "), the upper frame (721,721 ") and lower side frame (722,722 ") is at right angles or in slot
Type is covered each by surface and upper surface or the lower end surface of side template (72).
3. deckle board combination mould according to claim 2, which is characterized in that the upper frame (721,721 ") is equipped with prominent upwards
Baffle (7211) out.
4. deckle board combination mould according to claim 2, which is characterized in that the upper frame (721,721 ") and lower side frame
(722,722 ") are respectively equipped with upper junction plate (7212) and lower connecting plate (7221), the upper junction plate (7212) and lower connecting plate
(7221) frame supporting element (724) are equipped between, the frame supporting element (724) supports upper junction plate (7212).
5. deckle board combination mould according to claim 4, which is characterized in that the frame supporting element (724) is located at the upper company
The adjustable in length of part between fishplate bar (7212) and lower connecting plate (7221).
6. deckle board combination mould according to claim 5, which is characterized in that the frame supporting element (724) at least one end and institute
Stating upper junction plate (7212), perhaps lower connecting plate (7221) is threadedly coupled or the supporting element at least one end fits have adjusting spiral shell
It is female.
7. deckle board combination mould according to claim 1-6, which is characterized in that the bottom frame (711) is in rectangle frame
Shape structure, the end template (71) is in bottom frame (711) or is set to above bottom frame (711).
8. deckle board combination mould according to claim 7, which is characterized in that two bottom frame (711) end is detachably connected
Or connect respectively with support frame (73), the support frame (73) is equipped with the support portion cooperated with temporary support structure.
9. deckle board combination mould according to claim 8, which is characterized in that the support portion is the branch in the middle part of support frame (73)
Supportting seat, perhaps support plate is provided with end template (71) or end face is suitable with end template (71) upper level thereon.
10. deckle board combination mould according to claim 7, which is characterized in that bottom frame (711) two sides are equipped with support bed die
The pin (7214) of plate (71) perhaps selling sheet or setting transversely or longitudinally or slanting floor support end template
(71).
11. according to the described in any item deckle board combination moulds of claim 2-6, which is characterized in that the bottom frame (711) and lower side frame
(722,722 "), which are integrated, to be perhaps welded to connect or when bottom frame (711) and lower side frame (722,722 ") are spliced is formed
Inner corner trim side be equipped with angle mould (713,713 "), the angle mould (713,713 ") respectively with bottom frame (711) and lower side frame (722,
722 " it) is welded to connect or is detachably connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811645614.XA CN109653487A (en) | 2018-12-29 | 2018-12-29 | Deckle board combination mould |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811645614.XA CN109653487A (en) | 2018-12-29 | 2018-12-29 | Deckle board combination mould |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109653487A true CN109653487A (en) | 2019-04-19 |
Family
ID=66118080
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811645614.XA Pending CN109653487A (en) | 2018-12-29 | 2018-12-29 | Deckle board combination mould |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109653487A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113684958A (en) * | 2021-09-01 | 2021-11-23 | 广州市恒盛建设工程有限公司 | Construction method for assembling steel bar truss composite floor slab of reinforced concrete frame structure |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203755665U (en) * | 2014-03-06 | 2014-08-06 | 邱垂亮 | Bare concrete beam formwork bracket and bare concrete beam formwork system |
| CN205100544U (en) * | 2015-10-26 | 2016-03-23 | 湖南省第二工程有限公司 | Early system of tearing open of steel framework built -up plate |
| CN106968431A (en) * | 2017-02-01 | 2017-07-21 | 金美华 | Beam bottom mother plate |
| CN107288218A (en) * | 2017-08-15 | 2017-10-24 | 姚伟华 | A kind of assembled steel tendon concrete frame structure bean column node and preparation method thereof |
| CN108678368A (en) * | 2018-05-31 | 2018-10-19 | 中国二十二冶集团有限公司 | Small-sized beam body fixing templates and construction method |
| CN210002849U (en) * | 2018-12-29 | 2020-01-31 | 浙江中益建材科技有限公司 | Frame plate combined die |
-
2018
- 2018-12-29 CN CN201811645614.XA patent/CN109653487A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN203755665U (en) * | 2014-03-06 | 2014-08-06 | 邱垂亮 | Bare concrete beam formwork bracket and bare concrete beam formwork system |
| CN205100544U (en) * | 2015-10-26 | 2016-03-23 | 湖南省第二工程有限公司 | Early system of tearing open of steel framework built -up plate |
| CN106968431A (en) * | 2017-02-01 | 2017-07-21 | 金美华 | Beam bottom mother plate |
| CN107288218A (en) * | 2017-08-15 | 2017-10-24 | 姚伟华 | A kind of assembled steel tendon concrete frame structure bean column node and preparation method thereof |
| CN108678368A (en) * | 2018-05-31 | 2018-10-19 | 中国二十二冶集团有限公司 | Small-sized beam body fixing templates and construction method |
| CN210002849U (en) * | 2018-12-29 | 2020-01-31 | 浙江中益建材科技有限公司 | Frame plate combined die |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113684958A (en) * | 2021-09-01 | 2021-11-23 | 广州市恒盛建设工程有限公司 | Construction method for assembling steel bar truss composite floor slab of reinforced concrete frame structure |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN210104978U (en) | Steel bar truss plate and frame formwork support node structure | |
| CN101949212B (en) | Slabform detachable support system and construction method thereof | |
| CN210798275U (en) | Wooden frame floor support plate, side floor support plate and assembled floor support plate | |
| KR20190008053A (en) | An assembly type supporting beam mold using form-panel, and method for constructing this same | |
| CN105275203B (en) | Extensible canopy and the adjustable die system and the construction method of the mould bases using its making | |
| US10494815B2 (en) | Adjustable dap assembly | |
| CN109653487A (en) | Deckle board combination mould | |
| JP2015105552A (en) | Form support tool and slab construction method using the same | |
| CN102704671A (en) | Frame combination mold | |
| CN205259593U (en) | Whole spelling formula template of cast -in -place floor and support system | |
| CN208396106U (en) | Detachable bed die steel bar truss floor support plate | |
| KR100946192B1 (en) | Apparatus for removing and coupling forms | |
| CN210002849U (en) | Frame plate combined die | |
| CN202611232U (en) | Frame segment mold | |
| CN105625708B (en) | A kind of aluminum wood composite shuttering system for building | |
| CN201671355U (en) | Template early-dismantling system of bowl-scaffold support | |
| CN201225001Y (en) | Composite die for casting building frame | |
| CN213440258U (en) | Concrete beam pouring mold | |
| CN210315967U (en) | Prefabricated part mounting structure | |
| CN210122807U (en) | Modular structure of modular platform capable of being quickly disassembled and assembled | |
| CN207813014U (en) | It can turnover type multi-ribbed plate plastics putamina joint treatment device | |
| CN202467173U (en) | Steel support applied in steel-structure floor | |
| CN201943345U (en) | Tool-type steel bracket for horizontal formwork | |
| CN205875711U (en) | Steel wood stencil assembly | |
| CN103410312A (en) | Template system beam partially supported, plate free of supporting and size adjustable |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination |