CN203247546U - Combined type suspended wall formwork for pouring dam inclined portion - Google Patents
Combined type suspended wall formwork for pouring dam inclined portion Download PDFInfo
- Publication number
- CN203247546U CN203247546U CN 201320190269 CN201320190269U CN203247546U CN 203247546 U CN203247546 U CN 203247546U CN 201320190269 CN201320190269 CN 201320190269 CN 201320190269 U CN201320190269 U CN 201320190269U CN 203247546 U CN203247546 U CN 203247546U
- Authority
- CN
- China
- Prior art keywords
- combined type
- suspended wall
- type suspended
- formwork
- props
- 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.)
- Expired - Fee Related
Links
Images
Abstract
A combined type suspended wall formwork for pouring a dam inclined portion comprises a combined steel formwork body and a safe working platform. The combined steel formwork comprises sheet steel forms, transverse ribs and longitudinal ribs, wherein brace holes used for connecting form plate braces are formed in the sheet steel forms, the braces are connected with the sheet steel forms through bolts on the brace holes, the transverse ribs are fixedly arranged on the backs of the sheet steel forms, and the longitudinal ribs are fixedly arranged on the transverse ribs. The safe working platform is formed by a support and a safe net. The support comprises transverse props and longitudinal props, wherein the transverse props and the longitudinal props are connected mutually, containment handrails are arranged on the longitudinal props, and driving boards are arranged on the transverse props. The combined type suspended wall formwork for pouring the dam inclined portion integrates the formwork body and the safe working platform, formwork erection and safe working platform building do not need to be carried out respectively, manufacture is simple, disassembling and assembling are convenient, and the combined type suspended wall formwork can be manufactured according to actual sites. The combined type suspended wall formwork for pouring the dam inclined portion is especially suitable for the construction of the dam inclined portion and can also be used in the construction field with equal conditions. The combined type suspended wall formwork is convenient to manufacture, low in cost, attractive and beneficial to requirements for onsite civilized construction.
Description
Technical field
The utility model relates to a kind of template of building for the Dam Inclination position, particularly the combined type suspended wall template of the dam body inclination position pouring construction in a kind of water conservancy project dam field.
Background technology
In hydraulic architecture Construction Technology field, in water conservancy project dam engineering pouring construction, all need first formwork erection and the construction safety working platform is set, to create the execution conditions of safe and convenient.Build at the inclination position especially, traditional mode generally is that formwork erection and security platform are set up respectively and carried out, and the formwork erection at inclination position and that the security platform work difficulty is set is larger, complex process, the many shortcomings of this mode, as: waste of material is large, safety factor is little, construction is inconvenient etc.Studied a kind of combined type suspended wall plate device that integrates template and trouble free service platform for this reason, can solve the above problems.
Summary of the invention
The technical problems to be solved in the utility model provides a kind of combined type suspended wall template of building for the Dam Inclination position, can repeatedly have enough to meet the need use, install and remove convenient and swift, convenient construction personnel, and significantly saved material.
For addressing the above problem, the purpose of this utility model is achieved in that
A kind of combined type suspended wall template of building for the Dam Inclination position, described Dam Inclination position is built combined type suspended wall template and is comprised combined steel formwork and trouble free service platform, described combined steel formwork comprises steel form, cross rib and vertical rib, be provided with to connect the tie rod hole of form brace at steel form, tie rod is connected with steel form by the bolt on the tie rod hole, cross rib is fixed on the steel form back, and vertical rib is fixed on the cross rib; Described trouble free service platform is comprised of support and safety net.
Described support comprises interconnective stull, vertical support, is provided with in vertical support and goes along with sb. to guard him railing, and stull is provided with springboard.
Described vertical rib has many groups, and every group is two vertical ribs back-to-back, from being diameter greater than form brace, is provided with stiffened panel between two vertical ribs between two vertical ribs.
The section of trouble free service platform is isosceles triangle.
Described aisle springboard adopts iron wire to be fixed in the stull.
The utlity model has following technique effect: combined type suspended wall template is built at the Dam Inclination position that the utility model provides, do not need respectively formwork erection and set up the trouble free service platform, it integrates template and trouble free service platform, making is simple, the folding dress is convenient, and can make according to actual field.At first then pre-buried embedded part in advance on LIFT is welded on form brace on the built-in fitting, and the required angle of template is by the tie rod adjustment, is bolted moulding after adjusting angle.Every group of plate device only needs 12 tie rods just can satisfy the requirement of carrying.Effectively reduce like this difficulty of formwork erection and putting up platform, accelerating construction progress shortens the construction period, and security performance is good, has guaranteed the degree of safety of work high above the ground; Because select steel pipe and round steel as the material of support, the supporting capacity of steel pipe is better than angle bar, and the solid safety factor of support is effectively improved.The utility model is particularly useful for the construction that build at the Dam Inclination position, and other have the building field of condition of equivalent also can use for reference.This combined type suspended wall template construct is convenient, cost is low, attractive in appearance, and is beneficial to on-the-spot civilized construction requirement.
Description of drawings
Below in conjunction with drawings and Examples utility model is described further.
Fig. 1 is Dam Inclination of the present utility model position pouring construction schematic diagram.
Fig. 2 is the utility model combined type suspended wall template sectional view.
Fig. 3 is the utility model combined steel plated construction dress elevational schematic view.
Fig. 4 is the utility model working platform facade structures schematic diagram.
The specific embodiment
The utility model is described in further detail below in conjunction with accompanying drawing.
Structure of the present utility model is shown in Fig. 1-4, a kind of combined type suspended wall template of building for the Dam Inclination position, described Dam Inclination position is built combined type suspended wall template and is comprised combined steel formwork and trouble free service platform 6, described combined steel formwork comprises steel form 2, cross rib 3 and vertical rib 4, be provided with to connect the tie rod hole 5 of form brace 13 at steel form 2, tie rod 13 is connected with steel form 2 by the bolt on the tie rod hole 5, cross rib 3 is fixed on steel form 2 back, and vertical rib 4 is fixed on the cross rib 3; Described trouble free service platform 6 is comprised of support 7 and safety net 12.
Described support 7 comprises interconnective stull 8, vertical support 9, is provided with in vertical support 9 and goes along with sb. to guard him railing 10, and stull 8 is provided with springboard 11.
Described vertical rib 4 has many groups, and every group for the spacing of 4, two vertical ribs 4 of two vertical ribs back-to-back is diameter greater than form brace 13, is provided with stiffened panel 1 between two vertical ribs 4.
The section of trouble free service platform 6 is isosceles triangle.
Described springboard 11 adopts iron wire to be fixed in the stull 8.
Below for example of making of the utility model: a secondary steel form is of a size of 3m * 3m, by 4mm steel plate and 75mm * 8mm Plate Welding form, and perforate on steel form 2 is in order to connect form brace 13; The material of cross rib 3 is i iron, directly is welded on steel form 2 back, and three cross ribs 3 of weldering on the secondary steel form play and consolidate the footpath effect that adds; The material of vertical rib 4 is channel-section steel, is welded on the cross rib 3, has three groups of vertical ribs 4, every group for the spacing of 4, two vertical ribs 4 of two vertical ribs back-to-back is diameter greater than form brace 13, between add weldering stiffened panel 1, and between open 4 tie rod holes 5, in order to the fixed stay bolt; Be comprised of support 7, springboard 11 and safety net 12 at vertical rib 4 trouble free service platforms 6, the section of trouble free service platform 6 is isosceles triangle.Support 7 comprises: stull 8, vertical support 9, go along with sb. to guard him railing 10 and aisle 11.The material of stull 8 is steel pipe, and the material of vertical support 9 is round steel, and they form support 7 by weld connection, and the section of support 7 is ∠ shape; The material of going along with sb. to guard him railing 10 is round steel, equidistantly is fixed in the vertical support 9 by welding manner.Safety net 12 is connected and fixed and is going along with sb. to guard him on the railing 10, and height is with to go along with sb. to guard him railing 10 identical.Spread springboard 11 in stull 8 at last, springboard 11 adopts iron wire to be fixed in the stull 8.Thereby form a safe and reliable combined type suspended wall plate device.
Combined steel formwork 2 of the present utility model can have dual mode with connecting of trouble free service platform 6, and a kind of is to connect by welding manner, and another kind is by Bolt Connection, and these two kinds of connecting mode later stage dismountings are all comparatively convenient.
The length of tie rod 13 length, tie rod hole 5 spacings and springboard 11 determines that rationally the whole-heartedly angle of inclination of combined type suspended wall template can be determined to adjust according to reality.
Claims (5)
1. one kind is used for the combined type suspended wall template that build at the Dam Inclination position, it is characterized in that: described Dam Inclination position is built combined type suspended wall template and is comprised combined steel formwork and trouble free service platform, described combined steel formwork comprises steel form (2), cross rib (3) and vertical rib (4), be provided with to connect the tie rod hole (5) of form brace (13) at steel form (2), tie rod (13) is connected with steel form (2) by the bolt on the tie rod hole (5), cross rib (3) is fixed on steel form (2) back, and vertical rib (4) is fixed on the cross rib (3); Described trouble free service platform (6) is comprised of support (7) and safety net (12).
2. combined type suspended wall template of building for the Dam Inclination position according to claim 1, it is characterized in that: described support (7) comprises interconnective stull (8), vertical support (9), be provided with in vertical support (9) and go along with sb. to guard him railing (10), stull (8) is provided with springboard (11).
3. combined type suspended wall template of building for the Dam Inclination position according to claim 1, it is characterized in that: described vertical rib (4) has many groups, every group is two vertical ribs (4) back-to-back, the spacing of two vertical ribs (4) is the diameter greater than form brace (13), is provided with stiffened panel (1) between two vertical ribs (4).
4. combined type suspended wall template of building for the Dam Inclination position according to claim 1, it is characterized in that: the section of trouble free service platform (6) is isosceles triangle.
5. combined type suspended wall template of building for the Dam Inclination position according to claim 2, it is characterized in that: described springboard (11) adopts iron wire to be fixed in the stull (8).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320190269 CN203247546U (en) | 2013-04-16 | 2013-04-16 | Combined type suspended wall formwork for pouring dam inclined portion |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201320190269 CN203247546U (en) | 2013-04-16 | 2013-04-16 | Combined type suspended wall formwork for pouring dam inclined portion |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203247546U true CN203247546U (en) | 2013-10-23 |
Family
ID=49373993
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201320190269 Expired - Fee Related CN203247546U (en) | 2013-04-16 | 2013-04-16 | Combined type suspended wall formwork for pouring dam inclined portion |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203247546U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106168028A (en) * | 2016-08-27 | 2016-11-30 | 南通格瑞环保科技有限公司 | A kind of cantilevered reservoir dam template |
-
2013
- 2013-04-16 CN CN 201320190269 patent/CN203247546U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106168028A (en) * | 2016-08-27 | 2016-11-30 | 南通格瑞环保科技有限公司 | A kind of cantilevered reservoir dam template |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104806011B (en) | Raft board post poured band formwork for placing | |
| CN203188589U (en) | Rigid-frame continuous beam zero block construction bracket supporting system | |
| CN203201140U (en) | Beam slab support | |
| CN202117074U (en) | Foundation bed steel structure for positioning and mounting base of tower crane | |
| CN206233600U (en) | Overlength super large beams of concrete installs the apparatus capable of fluctuating of reinforcing bar | |
| CN203247546U (en) | Combined type suspended wall formwork for pouring dam inclined portion | |
| CN102733599A (en) | Fastener type steel pipe scaffold framework support applicable to steel reinforced concrete beam | |
| CN204311717U (en) | Detachable combined Mobile operating platform | |
| CN201649632U (en) | Adjusting and positing frame of variable-section square column template | |
| CN103225291A (en) | Dam stilling pool prefabricated gallery crowned arch steel template | |
| CN201794305U (en) | Supporting device for elevator shaft mold | |
| CN206279783U (en) | Assembled construction safety channel | |
| CN102191858A (en) | Pillar template for building | |
| CN201943350U (en) | Supporting steel frame for die holder of high-altitude large span overhanging structure | |
| CN212926984U (en) | Movable suspension operating platform | |
| CN204781872U (en) | Regularization post reinforcement operation platform | |
| CN209653333U (en) | A kind of multifunctional wall body constructing operation frame | |
| CN209194354U (en) | High-altitude long-span binder base-supporting shellfish thunder support construction | |
| CN203308109U (en) | External carrying net device | |
| CN203066043U (en) | Diversion tunnel top arch concrete lining steel formwork support | |
| CN207633773U (en) | A kind of glomeration building prefabricated construction reinforcing bar guiding tube dismounting system | |
| CN205531402U (en) | Steel construction temporary remove lattice column butting positioning device | |
| CN202214976U (en) | Steel wire rope support device | |
| CN207552996U (en) | Detachable movable guardrail | |
| CN201730316U (en) | Floor slab template for buildings |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20131023 Termination date: 20190416 |