CN207172338U - A kind of three-dimensional continuous constructing device of hard shoulder concrete - Google Patents
A kind of three-dimensional continuous constructing device of hard shoulder concrete Download PDFInfo
- Publication number
- CN207172338U CN207172338U CN201720903836.1U CN201720903836U CN207172338U CN 207172338 U CN207172338 U CN 207172338U CN 201720903836 U CN201720903836 U CN 201720903836U CN 207172338 U CN207172338 U CN 207172338U
- Authority
- CN
- China
- Prior art keywords
- hard shoulder
- die cavity
- dimensional continuous
- bottom module
- control system
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a kind of three-dimensional continuous constructing device of hard shoulder concrete, the device includes and pours die cavity, rigid support, reinforcing bar preparation device and control system etc.；It is to design a kind of three-dimensional continuous constructing device of hard shoulder concrete of invention for changing hard shoulder conventional template construction casting mode, it is integrated that the device such as can pour hard shoulder template construction at the multiple tracks traditional construction process, realize hard shoulder from stock to the three-dimensional continuous construction of a rapid shaping concrete, solve the problems such as quality, efficiency and environment for being brought due to traditional construction technique, reach the automatic high-efficiency green construction that hard shoulder is continuously built.
Description
Technical field
It the utility model is related to hard shoulder and build construction field, more particularly to a kind of three-dimensional continuous construction of hard shoulder concrete
Device.
Background technology
In expressway works, hard shoulder guard rail sets the probability occurred for reducing traffic accident to have important meaning
Justice.At present, the form of construction work that hard shoulder is still poured using tradition is carried out, and its construction process includes preparatory process, support frame frame
If, shuttering, reinforcing bar colligation, template fix reinforce with sealing, concrete warehousing, concrete vibrating, receipts storehouse, concrete curing,
Form removal and concrete component External Defect reparation etc. multiple tracks working procedure.This traditional pouring construction process of hard shoulder it
It is more, necessarily bring refinement, tedious process and the long construction period of professional division, and surface of concrete structure often produce honeycomb,
The shortcomings of External Defect such as pitted skin and crack needs to repair.Therefore, the shortcomings that traditional construction process is brought how to be solved,
Simplify the cumbersome construction construction technology process of existing hard shoulder, be that hard shoulder builds construction urgent problem.
The content of the invention
The purpose of this utility model is to provide a kind of hard shoulder concrete three-dimensional continuous constructing device, substitutes hard shoulder and pass
Form of construction work is made in construction in a systematic way, realizes the continuous three-dimensional automatic high-efficiency green construction built of hard shoulder.
The technical solution of the utility model is a kind of three-dimensional continuous constructing device of hard shoulder concrete, it is characterised in that：Bag
Containing pouring die cavity, rigid support, reinforcing bar preparation device and control system, rigid support upper forepart installation control system,
Rear portion, which is set, pours die cavity, and middle part sets reinforcing bar preparation device；The control system exports power and power output is controlled
System；The reinforcing bar preparation device is completed the splicing of hard shoulder framework of steel reinforcement and sent in the presence of control system by rigid support
Enter to pour in die cavity；It is described to pour die cavity mainly by side guiding and sealed bottom module, front end and bottom module and rear end and bottom
Portion's seal modules composition.
Further, the three-dimensional continuous constructing device of above-mentioned hard shoulder concrete, the side is oriented to and sealed bottom module
The side oriented module and sealed bottom block combiner formed by rotary shaft, rotation epidermis, contact roller, moulding side steel plate forms, and turns
Dynamic epidermis is driven by rotary shaft to be slided between moulding side steel plate, and is rotated the velocity of rotation of epidermis and poured die cavity to reach
Dynamic speed is consistent, and relative displacement does not occur with reinforced concrete member to ensure to pour die cavity private side oriented module；It is described to pour
The moulding side steel plate for building the side oriented module of die cavity provides profile constraint for three-dimensional continuous build of hard shoulder, to realize hard shoulder wheel
Wide profile provides condition；The contact roller realizes that the bottom for rotating epidermis is brought into close contact with ground by spring pressure, reaches
The purpose of sealing and motion.
Further, the three-dimensional continuous constructing device of above-mentioned hard shoulder concrete, the side guiding and sealed bottom module,
Front end and bottom module and rear end and sealed bottom module, which are in when closing up die casting state, forms surrounding integral sealing motion die cavity,
To ensure that concrete water cement mortar does not leak.
Further, the three-dimensional continuous constructing device of above-mentioned hard shoulder concrete, wheel is housed on the rigid support.
Its main operation principle is that rigid support provides rigid support to pour die cavity, is sent into and pours in concrete
During die cavity, pour die cavity and constantly travelled forward in the presence of rigid support and control system, while front end prepares reinforcing bar
Combined into pouring inside die cavity with the concrete being sent into, form reinforced concrete member；Pouring die cavity forward movement
In, control system control pours die cavity and moves forward speed and side oriented module to rotate epidermis velocity of rotation consistent, is poured with guarantee
Build both sides oriented module inside die cavity and relative displacement does not occur with reinforced concrete member, so as to realize hard shoulder concrete three-dimensional
It is continuous to build operation.
The utility model substitutes existing hard shoulder traditional construction form of construction work, realizes hard shoulder by concrete from stock to once
Rapid shaping, complete the continuous three-dimensional automatic high-efficiency green construction built of hard shoulder.
Brief description of the drawings
Fig. 1 is dimensional structure diagram of the present utility model.
Fig. 2 is to pour cavity side guide bottom schematic diagram.
In figure, 1, pour die cavity, 2, rigid body supporting device, 3, reinforcing bar preparation device, 4, control system, 5, moulding side
Steel plate, 6, rotate epidermis, 7, rotary shaft, 8, contact roller.
Embodiment
It is right below in conjunction with accompanying drawing further to illustrate that the utility model is taken technological means to reach predetermined purpose
The utility model is described in detail.
As shown in Figure 1 and Figure 2, the utility model is a kind of hard shoulder coagulation to reach predetermined purpose to be taken technological means
Native three-dimensional continuous constructing device, it includes pouring die cavity 1, rigid body supporting device 2, reinforcing bar preparation device 3 and control system 4.
The upper forepart installation control system 4 of rigid support 2, rear portion, which is set, pours die cavity 1, and middle part sets reinforcing bar preparation device 3；The control
System 4 processed exports power and power output is controlled；The reinforcing bar preparation device 3 completes the splicing of hard shoulder framework of steel reinforcement
And it is sent into and is poured in die cavity 1 by rigid support 2 in the presence of control system；It is described pour die cavity 1 mainly by side be oriented to and
Sealed bottom module, front end and bottom module and rear end and sealed bottom module composition, and formed when closing up die casting state
Surrounding integral sealing moves die cavity, to ensure that concrete water cement mortar does not leak.
The side is oriented to and sealed bottom module is formed by rotary shaft 7, rotation epidermis 6, contact roller 8, moulding side steel plate 5
Side oriented module and sealed bottom block combiner are formed, and rotation epidermis 6 is driven sliding between moulding side steel plate 5 by rotary shaft 7
It is dynamic, and the velocity of rotation for rotating epidermis 6 is consistent with pouring the forward movement of die cavity 1 speed, is oriented to ensureing to pour the private side of die cavity 1
With reinforced concrete member relative displacement does not occur for module；The moulding side steel plate 5 of the side oriented module for pouring die cavity be every
Continuous build three-dimensional from pier provides profile constraint, to realize that hard shoulder contours profiles provide condition；The contact roller 8 passes through spring
Thrust come realize rotate epidermis 6 bottom be brought into close contact with ground, reach sealing with move purpose.
Wheel is housed on the rigid support 1.
Rigid support body device 2 is that construction machine integrally provides rigid support effect, and the mistake for pouring die cavity 1 is sent into concrete
Cheng Zhong, pour die cavity 1 and constantly travelled forward under the control collective effect of the support of rigid support device 2 and control system 4, together
When, ready reinforcing bar is sent into pour and combined inside die cavity 1 with the concrete being sent into by preceding end bar preparation device 3, forms steel
Reinforced concrete component；In the forward movement of die cavity 1 is poured, control system 4 controls the speed that construction machine integrally moves forward
It is consistent that the velocity of rotation of epidermis 6 is rotated in lateral guide with pouring die cavity 1, and rotates epidermis 6 and drives and mould by rotary shaft 7
Slip between shape side steel plate 5, meanwhile, contact roller 8 is realized by way of pre-pressure of the spring and rotates the bottom of epidermis 6 and ground
It is brought into close contact, reaches the purpose of sealing and motion；The lateral guide inside die cavity 1 is poured in rotation process is slided, with to
The displacement that the constructing device that disappears integrally travels forward, guarantee pour the inside both sides oriented module of die cavity 1 and reinforced concrete member not
Generation relative displacement, smoothly depart from from reinforced concrete member surface so that rotating epidermis 6, to realize hard shoulder concrete three
Dimension is continuous to build operation.
Claims (4)
- A kind of 1. three-dimensional continuous constructing device of hard shoulder concrete, it is characterised in that：Comprising pouring die cavity, rigid support, steel Muscle preparation device and control system, rigid support upper forepart installation control system, rear portion, which is set, pours die cavity, and middle part is set Reinforcing bar preparation device；The control system exports power and power output is controlled；The reinforcing bar preparation device complete every From pier framework of steel reinforcement splicing and in the presence of control system by rigid support be sent into pour in die cavity；It is described to pour die cavity Mainly it is made up of side guiding and sealed bottom module, front end and bottom module and rear end and sealed bottom module.
- 2. the three-dimensional continuous constructing device of hard shoulder concrete according to claim 1, it is characterised in that the side be oriented to and The side oriented module and sealed bottom module that sealed bottom module is formed by rotary shaft, rotation epidermis, contact roller, moulding side steel plate Combine, rotate epidermis and slided by rotary shaft drive between moulding side steel plate, and rotate the velocity of rotation of epidermis with pouring It is consistent to build die cavity forward movement speed；The moulding side steel plate of the side oriented module for pouring die cavity, which is that hard shoulder is three-dimensional, continuously to be built Make and profile constraint is provided；The contact roller realizes that the bottom for rotating epidermis is brought into close contact with ground by spring pressure.
- 3. the three-dimensional continuous constructing device of hard shoulder concrete according to claim 1, it is characterised in that the side be oriented to and Sealed bottom module, front end and bottom module and rear end and sealed bottom module, which are in when closing up die casting state, forms surrounding entirety Seal-moving die cavity.
- 4. the three-dimensional continuous constructing device of hard shoulder concrete according to claim 1, it is characterised in that the rigid support Wheel is housed on body.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720903836.1U CN207172338U (en) | 2017-07-25 | 2017-07-25 | A kind of three-dimensional continuous constructing device of hard shoulder concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720903836.1U CN207172338U (en) | 2017-07-25 | 2017-07-25 | A kind of three-dimensional continuous constructing device of hard shoulder concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207172338U true CN207172338U (en) | 2018-04-03 |
Family
ID=61737506
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720903836.1U Active CN207172338U (en) | 2017-07-25 | 2017-07-25 | A kind of three-dimensional continuous constructing device of hard shoulder concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207172338U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107351221A (en) * | 2017-07-25 | 2017-11-17 | 江联重工集团股份有限公司 | A kind of three-dimensional continuous constructing device of hard shoulder concrete |
| CN111169018A (en) * | 2018-11-13 | 2020-05-19 | 清华大学 | 3D printing equipment, 3D printing system and 3D printing method |
-
2017
- 2017-07-25 CN CN201720903836.1U patent/CN207172338U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107351221A (en) * | 2017-07-25 | 2017-11-17 | 江联重工集团股份有限公司 | A kind of three-dimensional continuous constructing device of hard shoulder concrete |
| CN111169018A (en) * | 2018-11-13 | 2020-05-19 | 清华大学 | 3D printing equipment, 3D printing system and 3D printing method |
| CN111169018B (en) * | 2018-11-13 | 2021-03-19 | 清华大学 | 3D printing equipment, 3D printing system and 3D printing method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207172338U (en) | A kind of three-dimensional continuous constructing device of hard shoulder concrete | |
| CN105538740B (en) | A kind of fixture for forming and method of composite box part | |
| CN208563525U (en) | A kind of gutter construction concreting integral mold plate | |
| CN209780268U (en) | concrete pipe sheet plastering machine capable of walking along arc-shaped track and lifting whole track | |
| CN204054359U (en) | Wide span bridge type intelligence stonecutter | |
| CN207363676U (en) | A kind of self-propelled ditch cable trench trolley | |
| CN106050268B (en) | Round rectangle section tunnel concrete liner telescoping steel form | |
| CN209687505U (en) | Reinforced concrete frame tunnel, which pours, uses hydraulic template trolley | |
| CN103422472B (en) | U-shaped canal shaped device and forming method | |
| CN107351221A (en) | A kind of three-dimensional continuous constructing device of hard shoulder concrete | |
| CN104149205B (en) | Wide span bridge type intelligence cuts cubic meter of stone method and stonecutter thereof | |
| CN104329100A (en) | Integral casting construction method for cable trench of highway tunnel water ditch | |
| CN103950093A (en) | Gypsum block integral casting block cutting forming equipment | |
| CN111916760B (en) | Energy-saving and environment-friendly continuous casting and slicing production equipment for lead storage battery grid | |
| CN220133980U (en) | Side die adjusting device for tunnel two-lining trolley | |
| CN202250105U (en) | Integral hydraulic steel formwork trolley | |
| CN202162337U (en) | Non-riser casting device for automotive wheel axle castings | |
| CN203843980U (en) | Gypsum block integral casting and piece-split forming device | |
| CN205777549U (en) | Portable Y type concrete chute | |
| CN206305431U (en) | A kind of reversible gravity force casting machine | |
| CN110714785A (en) | Pipe gallery top plate construction trolley, trolley set and construction method | |
| CN206053965U (en) | A kind of tunnel ditch cable trough construction trolley | |
| CN205341901U (en) | The gating system that intelligent mould was carried | |
| CN212266153U (en) | Prefabricated rail top air duct component mould | |
| CN201214758Y (en) | Tie-rod arch bridge abutment template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP01 | Change in the name or title of a patent holder | ||
| CP01 | Change in the name or title of a patent holder |
Address after: 330000 Jinxian Economic Development Zone, Nanchang City, Jiangxi Province Co-patentee after: Jiangxi Zhilan Construction Technology Co-innovation Co., Ltd. Patentee after: Jiang Lian heavy industry group Limited by Share Ltd Address before: 330000 Jinxian Economic Development Zone, Nanchang City, Jiangxi Province Co-patentee before: Jiangxi three dimensional construction robot Co., Ltd. Patentee before: Jiang Lian heavy industry group Limited by Share Ltd |