CN207295716U - A kind of cantilever combined steel template - Google Patents

A kind of cantilever combined steel template Download PDF

Info

Publication number
CN207295716U
CN207295716U CN201721190813.7U CN201721190813U CN207295716U CN 207295716 U CN207295716 U CN 207295716U CN 201721190813 U CN201721190813 U CN 201721190813U CN 207295716 U CN207295716 U CN 207295716U
Authority
CN
China
Prior art keywords
assembled panel
panel
back cord
combined steel
steel template
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.)
Active
Application number
CN201721190813.7U
Other languages
Chinese (zh)
Inventor
惠建伟
宋成年
皇新波
谢勇
郝龙
李涛
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
First Engineering Co Ltd of China Railway 20th Bureau Group Co Ltd
Original Assignee
First Engineering Co Ltd of China Railway 20th Bureau Group Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by First Engineering Co Ltd of China Railway 20th Bureau Group Co Ltd filed Critical First Engineering Co Ltd of China Railway 20th Bureau Group Co Ltd
Priority to CN201721190813.7U priority Critical patent/CN207295716U/en
Application granted granted Critical
Publication of CN207295716U publication Critical patent/CN207295716U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

The utility model discloses a kind of cantilever combined steel template, including assembled panel, supporting rack and the adjusting mechanism for adjusting assembled panel angle of inclination;More vertical reinforcements and Duo Gen transverse steels are provided with the outside of assembled panel, multiple horizontal back cords and multiple perpendicular back cords are provided with the outside of assembled panel, horizontal back cord is connected by multiple first fasteners and Vertical bar connection, perpendicular back cord by multiple second fasteners with horizontal back cord;The downside of assembled panel is rotatablely connected with supporting rack, and adjusting mechanism is arranged on the outside of assembled panel, and adjusting mechanism is length-adjustable adjusting rod, the quantity of adjusting rod is multiple, adjusting rod is laid along the length direction of assembled panel, and the upper end of adjusting rod is connected with perpendicular back cord, and lower end is connected with supporting rack.The utility model is simple in structure and easy to operate;Assembled panel disclosure satisfy that different construction requirements, can realize and repeatedly be used in turn, and horizontal back cord is connected with assembled panel by the first fastener, and easy to disassemble and transport, is easily installed at the same time.

Description

A kind of cantilever combined steel template
Technical field
The utility model belongs to hydraulic and hydroelectric engineering building concrete placingJi Shu field, more particularly, to a kind of cantilever Combined steel template.
Background technology
In hydraulic and hydroelectric engineering building concrete placingJi Shu field, during lock construction, lock chamber lock wall is applied Work is the key of lock main body construction, and according to design documents such as construction drawings, lock wall shows axis length, divides at left and right sides of lock chamber The features such as block is more, height is big, structure size is relatively single.Traditional method is with pouring template concrete in bulk, uses bulk mode Plate pours into a mould one piece, conserves one piece, after concrete reaches design strength, then another block block again carries out form removable in bulk Piecemeal is poured into a mould, and repeats the above method until concrete casting complete, time-consuming, concrete miscellaneous with the method casting and constructing Casting quality is not easy to ensure, the temperature deformation that curtain, faulting of slab ends, deformation, honeycomb, and concrete occurs in such as concrete is not easily-controllable The problems such as processed.
Involved steel form is by assembled panel system, truss system in the Chinese patent of Patent No. CN201411657 Hardened system, operation platform system, built-in fitting system and orientation regulating system are formed between system, truss, wherein assembled panel system System is welded by bulk steel plate combination panel and its longitudinal and transverse rib;Trussing is by upper montant, upper brace, crossbeam, lower perpendicular Bar, lower brace composition, are connected by screw bolts between each rod piece, wherein the upper end of upper brace, the lower end of lower brace and crossbeam with Assembled panel system is connected using gib headed bolt, is had the following disadvantages:Steel form assembled panel is welded by bulk steel plate, Size is larger, and meeting superelevation in transport, ultra-wide, security risk is brought to road, and cannot use Container Transport;By bulk steel The steel form poor universality that plate is welded, local damage after bad replacement low using rear recovery utilization rate;It is difficult in adapt to module Change and standardized production.
Utility model content
The technical problem to be solved by the utility model is to for above-mentioned deficiency of the prior art, there is provided a kind of cantilever Combined steel template, its is simple in structure and easy to operate, and input cost is few;Using effect is good and practical value is high;Assembled panel It disclosure satisfy that different construction requirements, can realize and repeatedly be used in turn, horizontal back cord is connected with assembled panel by the first fastener Connect, easy to disassemble and transport, is easily installed at the same time.
In order to solve the above technical problems, the technical solution adopted in the utility model is:A kind of cantilever combined steel template, its It is characterized in that:Including assembled panel, it is used to support the supporting rack of the assembled panel and is tilted for adjusting the assembled panel The adjusting mechanism of angle;
The more vertical steels equally laid along the assembled panel length direction are provided with the outside of the assembled panel Muscle and more transverse steels are equally laid along the assembled panel short transverse, use is provided with the outside of the assembled panel In the multiple horizontal back cords and multiple perpendicular back cords that improve the assembled panel intensity, each horizontal back cord is buckled by multiple first Part and the Vertical bar connection, each perpendicular back cord are connected by multiple second fasteners with the horizontal back cord;
The downside of the assembled panel is rotatablely connected with support frame as described above, and the adjusting mechanism is arranged on the assembled panel Outside, the adjusting mechanism is length-adjustable adjusting rod, and the quantity of the adjusting rod is multiple, multiple adjusting rod edges The length direction of the assembled panel is laid, and the upper end of the adjusting rod is connected with the perpendicular back cord, the lower end of the adjusting rod It is connected with support frame as described above.
A kind of above-mentioned cantilever combined steel template, it is characterized in that:The assembled panel be it is assembled by multiple panel units and Into rectangular flat, the two neighboring panel unit connected by connector.
A kind of above-mentioned cantilever combined steel template, it is characterized in that:Offered on the vertical reinforcement for the described first buckle The mounting hole of part installation.
A kind of above-mentioned cantilever combined steel template, it is characterized in that:First fastener is U-shaped fastener, the U-shaped card Fastener includes backboard and the floor for being arranged on the backboard both ends, and the top of the floor is connected with the backboard, the floor Lower part be provided with the gap clamped for the vertical reinforcement, be provided with holding out against for horizontal back cord described in support top on the backboard Bolt.
A kind of above-mentioned cantilever combined steel template, it is characterized in that:Second fastener is gib headed bolt.
A kind of above-mentioned cantilever combined steel template, it is characterized in that:The adjusting rod includes casing, is set in the set First screw rod and the second screw rod at pipe both ends, the upper end of first screw rod are connected with the perpendicular back cord, second screw rod Lower end is connected with support frame as described above, and first screw rod and the second screw rod are threadedly coupled with described sleeve pipe.
A kind of above-mentioned cantilever combined steel template, it is characterized in that:Support frame as described above is multiple along the assembled panel length The triangular supports that direction is laid, each triangular supports include montant and be connecteds with the montant upper end and in horizontal The cross bar of laying, is connected between the montant and the cross bar by brace, and lower end and the cross bar of second screw rod connect Connect.
A kind of above-mentioned cantilever combined steel template, it is characterized in that:Operating platform is installed on the outside of the horizontal back cord, institute State to be provided with triangular supports and adjust the middle adjusting platform for adjusting pole length for operating personnel, the lower end of the montant is set Lower operating platform is equipped with, the upper operating platform, middle adjusting platform and lower operating platform are in horizontal layout.
A kind of above-mentioned cantilever combined steel template, it is characterized in that:The downside of the assembled panel by adaptor with it is described Supporting rack is rotatablely connected, and offers multiple adjustment holes for assembled panel installation on the adaptor, the adaptor with The cross bar is fixedly connected.
The utility model has the following advantages compared with prior art:
1. simple in structure and easy to operate, input cost is few.Assembled panel disclosure satisfy that different construction requirements, Neng Goushi Now repeatedly it is used in turn, is readily transported at the same time.
2. it is reasonable in design, it is easily installed.Horizontal back cord is connected with assembled panel by the first fastener, it is easy to disassemble and Transport, and conventional combination panel is to be welded to connect with horizontal back cord, is not easy to dismantle, while applying for different requirements can not be suitable for Workshop.
3. the downside of assembled panel is rotatablely connected by adaptor and supporting rack, is offered on adaptor and multiple supply combinatorial surface The adjustment hole of plate installation, adaptor are fixedly connected with cross bar.In actual use, the downside of assembled panel rotates with supporting rack and connects Connect, and adjusting mechanism is length-adjustable adjusting rod, it is therefore an objective to ensure that the cantilever combined steel template disclosure satisfy that different gradient Construction requirement, increase the applicability of the cantilever combined steel template.
4. the assembled panel is by the assembled rectangular flat of multiple panel units, and two neighboring panel unit it Between be dismountable connection mode, preferable connector is is bolted, and during concreting, assembled panel is subject to concrete Pressure acts on, and the weak load-bearing point that connector is assembled panel, it is ensured that assembled panel is indeformable, then requires the anti-of connector Cut performance height, and be bolted be not only convenient for dismounting and shear behavior it is good
In conclusion the utility model is simple in structure and easy to operate, input cost is few;It is reasonable in design, easy to pacify Dress;Using effect is good and practical value is high;Assembled panel is made of multiple panel units, disclosure satisfy that different construction requirements, It can realize and repeatedly be used in turn, horizontal back cord is connected with assembled panel by the first fastener, easy to disassemble and transport, while just In installation.
Below by drawings and examples, the technical solution of the utility model is described in further detail.
Brief description of the drawings
Fig. 1 is the structure diagram of the utility model.
Fig. 2 is the right view of Fig. 1.
Fig. 3 is the connection relationship diagram of the first fastener of the utility model and horizontal back cord.
Fig. 4 is the structure diagram of the first fastener of the utility model.
Fig. 5 is the right view of Fig. 4.
Fig. 6 is the connection relationship diagram of the horizontal back cord of the utility model and perpendicular back cord.
Fig. 7 is operating platform on the utility model, the middle scheme of installation for adjusting platform and lower operating platform.Reference numeral Explanation:
1-assembled panel;2-horizontal back cord;3-the first fastener;
3-1-backboard;3-2-floor;4-erect back cord;
5-adjusting rod;6-cross bar;7-montant;
8-brace;9-go up operating platform;10-middle adjusting platform;
11-lower operating platform;12-the second fastener;13-transverse steel;
14-vertical reinforcement;15-puller bolt.
Embodiment
A kind of cantilever combined steel template as shown in Figure 1 and Figure 2, including assembled panel 1, it is used to support the combinatorial surface The supporting rack of plate 1 and the adjusting mechanism for adjusting 1 angle of inclination of assembled panel;
It is vertical that the outside of assembled panel 1 is provided with more equally laid along 1 length direction of assembled panel Reinforcing bar 14 and equally lay more transverse steels 13, the outside of the assembled panel 1 along 1 short transverse of assembled panel Multiple horizontal back cords 2 for improving 1 intensity of assembled panel and multiple perpendicular back cords 4 are provided with, each horizontal back cord 2 passes through Multiple first fasteners 3 are connected with the vertical reinforcement 14, each perpendicular back cord 4 by multiple second fasteners 12 with it is described Horizontal back cord 2 connects;
The downside of the assembled panel 1 is rotatablely connected with support frame as described above, and the adjusting mechanism is arranged on the combinatorial surface The outside of plate 1, the adjusting mechanism are length-adjustable adjusting rod 5, and the quantity of the adjusting rod 5 is multiple, multiple tune Pole 5 is laid along the length direction of the assembled panel 1, and the upper end of the adjusting rod 5 is connected with the perpendicular back cord 4, the tune The lower end of pole 5 is connected with support frame as described above.
In the present embodiment, the assembled panel 1 is by the assembled rectangular flat of multiple panel units, two neighboring institute Panel unit is stated to connect by connector.
In the present embodiment, the downside of the assembled panel 1 is rotatablely connected by adaptor and support frame as described above, the switching Multiple adjustment holes for the assembled panel 1 installation are offered on part, the adaptor is fixedly connected with the cross bar 6.
In actual use, the assembled panel 1 is the side template that molding construction is carried out to lock main body.
In actual use, the assembled panel 1 is made of multiple panel units, and between two neighboring panel unit For dismountable connection mode, the preferable connector is to be bolted, it is therefore an objective to during concreting, the assembled panel 1 is subject to the pressure of concrete to act on, and the weak load-bearing point that the connector is the assembled panel 1, it is ensured that the combination Panel 1 is indeformable, then requires the shear behavior of the connector high, and is bolted and is not only convenient for dismounting and shear behavior is good.
In actual use, the assembled panel 1 is made of multiple panel units, can use different constructions will Ask, can realize and repeatedly be used in turn, be readily transported at the same time.
In actual use, the purpose for setting the vertical reinforcement 14 and the transverse steel 13 is:By increasing each institute The rigidity of panel unit is stated so as to increase the rigidity of the assembled panel 1, prevents the deformation of the assembled panel 1;Easy to described The installation of horizontal back cord 2.
In actual use, the horizontal back cord 2 is connected with the assembled panel 1 by the first fastener 3, easy to disassemble and fortune It is defeated, and conventional combination panel 1 is to be welded to connect with the horizontal back cord 2, is not easy to dismantle, while can not be suitable for different requirements Construction site, and the size of the common assembled panel 1 is 1500mm × 1200mm, and size is larger, transport inconvenience.
In the present embodiment, the downside of the assembled panel 1 is rotatablely connected by adaptor and support frame as described above, the switching Multiple adjustment holes for the assembled panel 1 installation are offered on part, the adaptor is fixedly connected with the cross bar 6.It is actual In use, the downside of the assembled panel 1 is rotatablely connected with support frame as described above, and the adjusting mechanism is length-adjustable adjusting Bar 5, it is therefore an objective to ensure that the cantilever combined steel template disclosure satisfy that the construction requirement of different gradient, increase the cantilever combined steel The applicability of template.
As shown in figure 3, in actual use, the peace for first fastener 3 installation is offered on the vertical reinforcement 14 Hole is filled, first fastener 3 is connected by the vertical reinforcement 14 with the assembled panel 1, and connection is reliable and does not influence institute State the use function of assembled panel 1.
As shown in Figure 4, Figure 5, in the present embodiment, first fastener 3 is U-shaped fastener, and the U-shaped fastener includes The backboard 3-1 and floor 3-2 for being arranged on the backboard 3-1 both ends, the top of the floor 3-2 are connected with the backboard 3-1, institute The lower part for stating floor 3-2 is provided with the gap clamped for the vertical reinforcement 14, is provided with the backboard 3-1 for support top institute State the puller bolt 15 of horizontal back cord 2.
In actual use, the U-shaped fastener is formed by the steel band bending that size is 367mm × 50mm × 5mm, is bent into The length of the backboard 3-1 is 63mm after type, and the height of the floor 3-2 is 160mm.
In actual use, the lower end of the floor 3-2 passes through the mounting hole, and the horizontal back cord 2 is passed through the U-shaped card Behind the inner cavity of fastener, by tightening the puller bolt 15, the end branch of the puller bolt 15 is set to withstand on the horizontal back cord 2 On, the horizontal back cord 2 is fixed, connection is reliable and easy to disassemble.
As shown in fig. 6, in the present embodiment, second fastener 12 is gib headed bolt.
In actual use, the inner of the gib headed bolt bypasses the horizontal back cord 2, and the outer end of the gib headed bolt passes through spiral shell Mother is fixed on the outside of the perpendicular back cord 4, by the drawknot between the nut and described gib headed bolt the inner, by the perpendicular back of the body Stupefied 4 are connected as one with the horizontal back cord 2.
As described in Figure 1, in the present embodiment, the adjusting rod 5 includes casing, is set in the first of described sleeve pipe both ends Screw rod and the second screw rod, the upper end of first screw rod are connected with the perpendicular back cord 4, lower end and the branch of second screw rod Support connects, and first screw rod and the second screw rod are threadedly coupled with described sleeve pipe.
In actual use, the upper end of first screw rod is bolted with the perpendicular back cord 4, the lower end of second screw rod It is bolted with support frame as described above.
In the present embodiment, support frame as described above is multiple triangular supports laid along 1 length direction of assembled panel, often A triangular supports include montant 7 and be connected with 7 upper end of montant and be in horizontal layout cross bar 6, the montant 7 It is connected between the cross bar 6 by brace 8, the lower end of second screw rod is connected with the cross bar 6.
In actual use, support frame as described above can be polygon supporting rack, preferably triangle support frame.
As shown in fig. 7, in the present embodiment, the outside of the horizontal back cord 2 is provided with operating platform 9, the triangle branch The middle adjusting platform 10 that 5 length of adjusting rod is adjusted for operating personnel is installed, the lower end of the montant 7 is provided with down on frame Operating platform 11, the upper operating platform 9, middle adjusting platform 10 and lower operating platform 11 are in horizontal layout.
In actual use, by the upper operating platform 9, the middle setting for adjusting platform 10 and lower operating platform 11, it is easy to The pouring construction of concrete, while setting up for scaffold need not be carried out, construction material is saved, shortens the construction period.
In actual use, the upper operating platform 9, middle adjusting platform 10 and lower operating platform 11 are made of channel steel, And it is equipped with bamboo slab rubber on the channel steel.
In actual use, protection knot is mounted on the upper operating platform 9, middle adjusting platform 10 and lower operating platform 11 Structure.
The above, is only the preferred embodiment of the utility model, not the utility model is imposed any restrictions, every Any simple modification, change and the equivalent structure change made according to the utility model technical spirit to above example, still Belong in the protection domain of technical solutions of the utility model.

Claims (9)

  1. A kind of 1. cantilever combined steel template, it is characterised in that:Including assembled panel (1), it is used to support the assembled panel (1) Supporting rack and adjusting mechanism for adjusting the assembled panel (1) angle of inclination;
    It is vertical that more equally laid along the assembled panel (1) length direction are provided with the outside of the assembled panel (1) Reinforcing bar (14) and equally lay more transverse steels (13), the assembled panel along the assembled panel (1) short transverse (1) multiple horizontal back cords (2) and the multiple perpendicular back cords (4) for improving the assembled panel (1) intensity are provided with the outside of, each The horizontal back cord (2) is connected by multiple first fasteners (3) with the vertical reinforcement (14), and each perpendicular back cord (4) is logical Multiple second fasteners (12) are crossed to be connected with the horizontal back cord (2);
    The downside of the assembled panel (1) is rotatablely connected with support frame as described above, and the adjusting mechanism is arranged on the assembled panel (1) outside, the adjusting mechanism are length-adjustable adjusting rod (5), and the quantity of the adjusting rod (5) is multiple, Duo Gesuo State adjusting rod (5) to lay along the length direction of the assembled panel (1), the upper end of the adjusting rod (5) and the perpendicular back cord (4) Connection, the lower end of the adjusting rod (5) is connected with support frame as described above.
  2. A kind of 2. cantilever combined steel template described in accordance with the claim 1, it is characterised in that:The assembled panel (1) is served as reasons The assembled rectangular flat of multiple panel units, the two neighboring panel unit are connected by connector.
  3. 3. according to a kind of cantilever combined steel template described in claim 1 or 2, it is characterised in that:The vertical reinforcement (14) On offer for first fastener (3) installation mounting hole.
  4. 4. according to a kind of cantilever combined steel template described in claim 1 or 2, it is characterised in that:First fastener (3) For U-shaped fastener, the U-shaped fastener includes backboard (3-1) and the floor (3-2) for being arranged on the backboard (3-1) both ends, institute The top for stating floor (3-2) is connected with the backboard (3-1), and the lower part of the floor (3-2) is provided with for the vertical reinforcement (14) gap clamped, the puller bolt (15) for horizontal back cord (2) described in support top is provided with the backboard (3-1).
  5. 5. according to a kind of cantilever combined steel template described in claim 1 or 2, it is characterised in that:Second fastener (12) it is gib headed bolt.
  6. 6. according to a kind of cantilever combined steel template described in claim 1 or 2, it is characterised in that:The adjusting rod (5) includes Casing, the first screw rod and the second screw rod for being set in described sleeve pipe both ends, the upper end of first screw rod and the perpendicular back of the body Stupefied (4) connect, and the lower end of second screw rod is connected with support frame as described above, first screw rod and the second screw rod with the set Pipe screw thread connects.
  7. 7. according to a kind of cantilever combined steel template described in claim 6, it is characterised in that:Support frame as described above is to be multiple along institute State the triangular supports of assembled panel (1) length direction laying, each triangular supports include montant (7) and with it is described Montant (7) upper end connects and in the cross bar (6) of horizontal layout, passes through brace (8) between the montant (7) and the cross bar (6) Connection, the lower end of second screw rod is connected with the cross bar (6).
  8. 8. according to a kind of cantilever combined steel template described in claim 7, it is characterised in that:The outside of the horizontal back cord (2) Operating platform (9) is installed, is provided with the triangular supports and is adjusted for operating personnel in adjusting rod (5) length Platform (10) is adjusted, the lower end of the montant (7) is provided with lower operating platform (11), and the upper operating platform (9), middle adjust are put down Platform (10) and lower operating platform (11) are in horizontal layout.
  9. 9. according to a kind of cantilever combined steel template described in claim 7, it is characterised in that:Under the assembled panel (1) Side is rotatablely connected by adaptor and support frame as described above, is offered on the adaptor multiple for the assembled panel (1) installation Adjustment hole, the adaptor is fixedly connected with the cross bar (6).
CN201721190813.7U 2017-09-15 2017-09-15 A kind of cantilever combined steel template Active CN207295716U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201721190813.7U CN207295716U (en) 2017-09-15 2017-09-15 A kind of cantilever combined steel template

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201721190813.7U CN207295716U (en) 2017-09-15 2017-09-15 A kind of cantilever combined steel template

Publications (1)

Publication Number Publication Date
CN207295716U true CN207295716U (en) 2018-05-01

Family

ID=62442699

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201721190813.7U Active CN207295716U (en) 2017-09-15 2017-09-15 A kind of cantilever combined steel template

Country Status (1)

Country Link
CN (1) CN207295716U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112324131A (en) * 2020-10-29 2021-02-05 杭州二建建设有限公司 One-frame dual-purpose large-span stiff beam construction structure and construction method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112324131A (en) * 2020-10-29 2021-02-05 杭州二建建设有限公司 One-frame dual-purpose large-span stiff beam construction structure and construction method thereof

Similar Documents

Publication Publication Date Title
CN202937005U (en) Cast-in-situ concrete beam lateral template reinforcement device
CN107859058A (en) A kind of cast-in-place concrete retaining wall anti-incline anti-floating large steel moulding plate device and installation method
CN207987781U (en) A kind of assembled cantilever bracket for bridge cast-in-place construction
CN207295716U (en) A kind of cantilever combined steel template
CN204875558U (en) Shaped steel runs through inside and outside compound support formula bracket system of encorbelmenting
CN204875531U (en) Shaped steel runs through formula outer supporting bracket system of encorbelmenting
CN214498388U (en) Assembled overhanging formwork support bent
CN207228624U (en) A kind of tool-type shaped rc columns template
CN203531364U (en) Connector device for quickly disassembling and assembling pull rod of overhanging scaffold
CN209585609U (en) Late poured band support structure
CN108868105A (en) The construction method adjusted convenient for building scaffold verticality
CN206625411U (en) In-situ reinforced concrete wall heat-insulation plate for external steelframe support system
CN207378281U (en) A kind of detachable pump line bracing means
CN207685855U (en) A kind of anti-anti-floating large steel moulding plate device that inclines of cast-in-place concrete retaining wall
CN205712733U (en) Super-section strengthening concrete conversion beam formwork system
CN205444893U (en) Template system is pour to rectangle post structure
CN104847111B (en) Construction method for coupling beam between shear wall limbs
CN204899217U (en) Concrete is vertical to meet template bracket reinforcing apparatus that batch position pour
CN205134291U (en) Large -scale steel form with adjustable
CN208633518U (en) Prestressed concrete laminated floor slab hangs mould pouring construction structure
CN209837682U (en) Suspended concrete arc-shaped formwork
CN103526698B (en) Cast-in-cantilever construction 0# block concrete supporting system and construction method
CN207526113U (en) A kind of reinforcing mold of windowsill coping formwork
CN206693618U (en) A kind of simple lintel cast-in-place mould
CN206784658U (en) A kind of encased steel plate and reinforced concrete combination shear wall

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant