CN211736258U - Concrete dam reinforcing and shaping scaffold system - Google Patents
Concrete dam reinforcing and shaping scaffold system Download PDFInfo
- Publication number
- CN211736258U CN211736258U CN201821915454.1U CN201821915454U CN211736258U CN 211736258 U CN211736258 U CN 211736258U CN 201821915454 U CN201821915454 U CN 201821915454U CN 211736258 U CN211736258 U CN 211736258U
- Authority
- CN
- China
- Prior art keywords
- bottom plate
- scaffold
- integral
- dam
- concrete dam
- 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
Links
Images
Landscapes
- Road Paving Structures (AREA)
Abstract
The utility model discloses a concrete dam reinforcement regularization scaffold system, including dam body drilling, the integral bottom plate of anchor scaffold, the safety net is hung respectively to inside and outside scaffold, and curb plate and interior scaffold are connected to bottom plate area mantle fiber connecting cylinder to set up operation platform. The method can ensure the safety of the construction process, has high mounting and dismounting speed, is safe and reliable, has good economic benefit, and is suitable for popularization and application in concrete dam reinforcing engineering.
Description
Technical Field
The utility model relates to a new concrete dam reinforcement regularization scaffold system belongs to the hydraulic and hydroelectric engineering field, is applicable to concrete dam reinforcement engineering.
Background
Along with the development of society, the scale of construction engineering is also getting bigger and bigger, and the application of scaffold is also getting more and more extensive. However, the erection of the scaffold is one of the key controls of the major danger source of the project, and how to reasonably perform the erection construction of the scaffold in the construction process to achieve safety and reliability becomes the construction key point which must be seriously treated, and especially when the scaffold is performed in the dam body structure, the danger and the complexity are greatly improved.
In view of this, aiming at the defects in the construction of building up the scaffold of the existing dam body, a new concrete dam reinforcing scaffold system is urgently needed, the safety of the construction process is ensured, the construction efficiency is improved, and the construction quality is improved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a can effectively improve concrete dam scaffold frame system stability and efficiency of construction, have construction convenience, construction safety, install and remove the convenience, with characteristics such as the fixed simple of structure concrete dam reinforcement regularization scaffold frame system.
In order to realize the technology, the utility model adopts the following technical scheme:
the utility model provides a concrete dam reinforcement regularization scaffold system which characterized in that: ribs, bottom plate curb plate, bottom plate area mantle fiber connecting cylinder, safety protection network, operation platform, inboard scaffold, outside scaffold and the mortar that expands a little are cut apart including integral bottom plate of scaffold, the fixed stock of bottom plate, inboard scaffold and outside scaffold all set up on concrete dam face, and inboard scaffold and outside scaffold hang respectively outward and have safety protection network, the integral bottom plate of scaffold passes through bottom plate area mantle fiber connecting cylinder and connects on the scaffold of inboard, the integral bottom plate of scaffold is fixed through the fixed stock of bottom plate, is equipped with the bottom plate on the integral bottom plate of scaffold and cuts apart the floor, and the integral bottom plate both sides of scaffold are equipped with the bottom plate curb plate, set up operation platform on the integral bottom plate of scaffold, the mortar that expands a little is poured into in the.
In some embodiments, a dam body drilling hole is formed in the dam face of the concrete dam, one end of the bottom plate fixing anchor rod is fixed in the dam body drilling hole, and the other end of the bottom plate fixing anchor rod is fixed at the bottom of the integral bottom plate of the scaffold.
In some embodiments, a bottom plate partition rib plate is arranged at the anchor rod on the integral bottom plate of the scaffold, a bottom plate reserved hole is arranged on the integral bottom plate of the scaffold, the bottom plate is provided with a threading connecting cylinder for fixedly connecting a bottom plate side plate and an inner side scaffold, and a net hanging safety and hand protection foot rest is arranged on the outermost side.
Use the technical scheme provided by the utility model, compare with prior art, have following beneficial effect:
(1) the utility model discloses an inside and outside scaffold frame and safety protection network set up and the construction of bottom plate area mantle fiber connecting cylinder for the scaffold frame system is stable firm, ensures construction safety, simple to operate.
(2) The utility model discloses an establish operation platform on integral bottom plate, the personnel of being convenient for are under construction, improve construction quality.
(3) Each construction procedure is tightly connected, the operability is strong, the work efficiency is high, the field installation speed is high, the appearance is attractive, and the quality is reliable.
Drawings
FIG. 1 is a schematic view of a concrete dam reinforcing and sizing scaffold system
In the figure: 1-dam body drilling, 2-scaffold integrated bottom plate, 3-bottom plate fixing anchor rods, 4-bottom plate partition rib plates, 5-bottom plate side plates, 6-bottom plate holes, 7-bottom plate threaded connecting cylinders, 8-safety protective net, 9-net hanging safety protective hand foot rest, 10-operation platform, 11-inner scaffold, 12-outer scaffold and 13-micro expansion mortar.
Detailed Description
The following detailed description of the embodiments of the present invention is made with reference to the accompanying drawings, but the scope of the invention is not limited thereto.
As shown in fig. 1, the embodiment relates to a concrete dam reinforcing and sizing scaffold system, which is characterized in that: including the integral bottom plate 2 of scaffold, bottom plate anchor 3, floor segmentation floor 4, bottom plate curb plate 5, connect integral bottom plate 2 of scaffold and inboard scaffold 11 with bottom plate area mantle fiber connecting cylinder 7, set up operation platform 10 on the integral bottom plate 2 of scaffold, hang safety protection net 8 outside inboard scaffold 11 and the outside scaffold 12 respectively, pour into little expansion mortar 13 in the integral bottom plate 2 of scaffold.
As an improved specific implementation mode, a dam body drilling hole 1 is formed in the dam face of the concrete dam, and one end of a bottom plate fixing anchor rod 3 is fixed in the dam body drilling hole 1.
As an improved specific implementation mode, a bottom plate partition rib plate 4 is arranged at the anchor rod position on the integral bottom plate 2 of the scaffold, a bottom plate reserved hole 6 is arranged on the integral bottom plate 2 of the scaffold, the bottom plate is provided with a threading connecting cylinder 7 for fixedly connecting a bottom plate side plate 5 and an inner side scaffold 11, and a net hanging safety anti-hand protection scaffold 9 is arranged on the outermost side.
Claims (3)
1. The utility model provides a concrete dam reinforcement regularization scaffold system which characterized in that: the scaffold comprises an integral bottom plate (2) of a scaffold, bottom plate fixing anchor rods (3), bottom plate partition rib plates (4), bottom plate side plates (5), bottom plate threaded connecting cylinders (7), a safety protection net (8), an operation platform (10), an inner side scaffold (11), an outer side scaffold (12) and micro-expansion mortar (13), wherein the inner side scaffold (11) and the outer side scaffold (12) are arranged on the dam face of a concrete dam, the safety protection net (8) is hung outside the inner side scaffold (11) and the outer side scaffold (12) respectively, the integral bottom plate (2) of the scaffold is connected onto the inner side scaffold (11) through the bottom plate threaded connecting cylinders (7), the integral bottom plate (2) of the scaffold is fixed through the bottom plate fixing anchor rods (3), the bottom plate partition rib plates (4) are arranged on the integral bottom plate (2) of the scaffold, the bottom plate side plates (5) are arranged on two sides of the integral bottom plate (2) of, an operation platform (10) is erected on the integral bottom plate (2) of the scaffold, and the micro-expansion mortar (13) is poured into the integral bottom plate (2) of the scaffold.
2. The concrete dam reinforcing and sizing scaffold system according to claim 1, wherein: and a dam body drilling hole (1) is formed in the dam face of the concrete dam, one end of the bottom plate fixing anchor rod (3) is fixed in the dam body drilling hole (1), and the other end of the bottom plate fixing anchor rod is fixed at the bottom of the integral bottom plate (2) of the scaffold.
3. The concrete dam reinforcing and sizing scaffold system according to claim 1, wherein: the anchor rod department is equipped with the bottom plate and cuts apart floor (4) on integral bottom plate of scaffold (2) to set up bottom plate shrinkage pool (6) on integral bottom plate of scaffold (2), bottom plate area mantle fiber connecting cylinder (7) are used for fixed connection bottom plate curb plate (5) and interior side scaffold (11), and hang net safety and prevent hand protector foot rest (9) in the outside is installed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821915454.1U CN211736258U (en) | 2018-11-20 | 2018-11-20 | Concrete dam reinforcing and shaping scaffold system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821915454.1U CN211736258U (en) | 2018-11-20 | 2018-11-20 | Concrete dam reinforcing and shaping scaffold system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211736258U true CN211736258U (en) | 2020-10-23 |
Family
ID=72850227
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821915454.1U Active CN211736258U (en) | 2018-11-20 | 2018-11-20 | Concrete dam reinforcing and shaping scaffold system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211736258U (en) |
-
2018
- 2018-11-20 CN CN201821915454.1U patent/CN211736258U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN204040435U (en) | High-altitude steel structure welding Hanging Basket | |
| CN203808484U (en) | Integrated cantilevered and attached external scaffolding | |
| CN206655356U (en) | A kind of precast facade hanging plate and agent structure attachment means | |
| CN109972849A (en) | Inside and outside self-stabilising in sliding type electric stair shaft safety device construction method | |
| CN211736258U (en) | Concrete dam reinforcing and shaping scaffold system | |
| CN214696357U (en) | Post-cast strip construction structure of coincide floor | |
| CN106065710A (en) | A kind of wall-connecting piece utilizing formwork fastener to do overhanging type steel pipe exterior wall scaffold | |
| CN209353688U (en) | Aluminium combines early-dismantling formwork system in a kind of outer steel of super high-rise building Core Walls Structure | |
| CN208702139U (en) | A kind of construction template structure of toilet wall | |
| CN209145255U (en) | A kind of external hanging type scaffold being fixed on traditional structure cycle beam or flange | |
| CN208056107U (en) | A kind of combined steel formwork support system | |
| CN109339067B (en) | Concrete dam facing heightening structure and construction method | |
| CN106284985A (en) | A kind of Formwork Installation Method of reserved post-cast strip | |
| CN208310213U (en) | A kind of cast-in-place concrete reserved opening structure | |
| CN208761967U (en) | A kind of embedded lifting lug node structure | |
| CN209339585U (en) | High-intensitive outrigger drawknot mechanism can be recycled in one kind | |
| CN204163251U (en) | The floor plate structure of steel concrete integrated building | |
| CN209413295U (en) | The aluminum dipping form material transfer mouth mold of variable cross-section form has | |
| CN216839960U (en) | Pin-connected panel post-cast strip shutoff subassembly | |
| CN207080169U (en) | A kind of wall attaching parts for bridge construction safety climbing ladder | |
| CN205206281U (en) | Novel regularization building outrigger is wall even device | |
| CN104895194A (en) | Fast-constructed beam and slab connecting structure and construction method thereof | |
| CN215175571U (en) | Fully prefabricated air conditioner plate | |
| CN209892240U (en) | I-shaped steel arch support convenient to installation for pipe gallery underground excavation construction | |
| CN216893501U (en) | Reserved sleeve device for finished plastic formwork ribbed floor and floor frame |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |