CN111561156A - Operation method for quickly assembling material separating wall of mixing station - Google Patents
Operation method for quickly assembling material separating wall of mixing station Download PDFInfo
- Publication number
- CN111561156A CN111561156A CN202010413618.6A CN202010413618A CN111561156A CN 111561156 A CN111561156 A CN 111561156A CN 202010413618 A CN202010413618 A CN 202010413618A CN 111561156 A CN111561156 A CN 111561156A
- Authority
- CN
- China
- Prior art keywords
- concrete
- partition wall
- round
- mixing station
- hole
- 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.)
- Withdrawn
Links
Images
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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/02—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls built-up from layers of building elements
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Retaining Walls (AREA)
Abstract
An operation method for quickly assembling a material separating wall of a mixing station relates to the field of civil engineering construction. The building material that adopts for solving current preparation partition wall is not environmental protection to under long-time use, can appear the morals and manners damage, lead to life shorter, can produce a large amount of building rubbish and white rubbish after demolising, unable processing leads to all causing extravagant problem in economy and energy. The concrete partition wall can be put into use after being assembled by adopting the concrete modules, has long service life and can be repeatedly used after being turned over for many times; the concrete module after demolising can reuse, avoids producing a large amount of building rubbish and white rubbish, and is more environmental protection and energy saving, avoids all causing the waste on economy and energy. The invention is suitable for manufacturing the material separating wall of the mixing station.
Description
Technical Field
The invention relates to the field of civil engineering construction, in particular to an operation method for quickly assembling a material partition wall of a mixing station.
Background
The construction of highways and railways has the characteristics of long line and long distance from cities. Therefore, commercial concrete cannot be used in construction, and construction personnel are required to construct a mixing station by themselves to stabilize the water and produce asphalt concrete or cement concrete. The storage capacity of the aggregate is large according to the construction scale, and the material partition wall plays an important role in preventing the aggregates of different specifications from mixing and influencing the accuracy of the mixing ratio.
The existing partition wall is mainly built by red bricks, and concrete is cast in place or silk bags are stacked. The traditional material partition walls have influence on the environment, a large amount of land resources are consumed by using red bricks, and meanwhile, the influence on air and energy is great in the firing process; the adoption of the silk bag is easy to weather and damage, and not only white garbage is generated, but also the use effect of the material partition wall cannot be ensured; concrete pouring is relatively better than the two types, but the temporary mixing station can be dismantled after use for land reclamation, a large amount of construction waste can be generated during dismantling, waste is caused on economy and energy, and the environment is damaged.
In conclusion, the building materials adopted by the existing partition wall are not environment-friendly, and can be damaged due to weathering after being used for a long time, so that the service life is short, a large amount of building garbage and white garbage can be generated after being dismantled, and the waste can not be caused in the aspects of economy and energy.
Disclosure of Invention
The invention provides an operation method for quickly assembling a material partition wall of a mixing station, aiming at solving the problems that the existing building materials for manufacturing the material partition wall are not environment-friendly, and are weathered and damaged after being used for a long time, so that the service life is short, a large amount of building garbage and white garbage are generated after being disassembled, and the waste is caused in the aspects of economy and energy sources because the building garbage and the white garbage cannot be treated.
The invention relates to an operation method for quickly assembling a mixing station material partition wall, which comprises the following specific operation methods:
the method comprises the following steps that firstly, a concrete module is prefabricated, a first round through hole, a square through hole and a second round through hole are sequentially formed in the upper surface of the concrete module along the axis direction, and a nest groove is reserved in the bottom of the concrete module;
step two, installing the high-strength steel pipes at a planned position by adopting a road guardrail upright pile driver, and sequentially driving the high-strength steel pipes into the original ground according to the arrangement of the first round through holes of the modules;
thirdly, adopting cement mortar to level within the range of the partition wall, wherein the leveling mortar is ensured not to be adhered with the cement mortar, so as to form a mortar leveling layer;
hoisting the concrete module to enable the stand column to be inserted into the first round through hole;
inserting the high-strength steel pipes into the second round through holes 5 of the first layer of concrete modules in sequence for connecting the second layer of concrete modules;
hoisting the concrete module to enable the stand column to be inserted into the second round through hole;
step seven, checking the verticality of the assembled material partition wall;
furthermore, the inner diameter of the first round through hole on the concrete module is the same as that of the second round through hole;
furthermore, the inner diameter of the first round through hole on the concrete module is 143 +/-1 mm;
further, the size of the concrete module is 300cm multiplied by 50cm multiplied by 100cm or 150cm multiplied by 50cm multiplied by 100 cm;
furthermore, the two ends of the high-strength steel in the second step adopt micro-wedge-shaped tips;
further, the concrete module in the first step is made of concrete with a grade of C30 or above grade of C30.
Compared with the prior art, the invention has the following beneficial effects:
the invention overcomes the defects of the prior art, can be put into use after the concrete modules are assembled, has longer service life and can be repeatedly used after being made of the concrete.
The invention overcomes the defects of the prior art, the removed concrete module can be reused, a large amount of construction waste and white waste are avoided, the invention is more environment-friendly and energy-saving, and waste on economy and energy is avoided.
Thirdly, the invention is convenient to use and simple to operate.
Drawings
FIG. 1 is a schematic three-dimensional view of a concrete module in a method of operating a rapid makeup mixing station partition wall according to the present invention;
FIG. 2 is a top view of a concrete module as a short-side precast concrete module in an operation method of the rapid splicing mixing station partition wall according to the present invention;
FIG. 3 is a top view of a concrete module as a long-side precast concrete module in an operation method of the rapid splicing mixing station partition wall according to the present invention;
FIG. 4 is a side view of a concrete module as a short-side precast concrete module in an operation method of the rapid splicing mixing station partition wall according to the present invention;
FIG. 5 is a side view of a concrete module as a long-side precast concrete module in an operation method of the rapid splicing mixing station partition wall according to the present invention;
FIG. 6 is an operation diagram of the second step in the operation method of the partition wall of the rapid splicing and mixing station according to the present invention;
FIG. 7 is an operational view of step three of the method of operating a rapid makeup mixing station partition wall according to the present invention;
FIG. 8 is an operational view of step four of the method of operating a rapid makeup mixing station partition wall according to the present invention;
FIG. 9 is an operational view of step five of the operational method of the present invention for rapidly assembling a mixing station partition wall;
FIG. 10 is an operational view of step six of the method of operating a rapid makeup mixing station partition wall according to the present invention;
FIG. 11 is a diagram of a finished mixing station partition wall made by the method of the present invention using the rapid assembly mixing station partition wall operation.
Detailed Description
The first embodiment is as follows: the operation method of the present embodiment for quickly assembling and mixing the material separating wall of the station is described with reference to fig. 1 to 10, and the specific operation method is as follows:
firstly, prefabricating a concrete module 1, wherein a first round through hole 2, a square through hole 3 and a second round through hole 5 are sequentially arranged on the upper surface of the concrete module 1 along the axis direction, and a nest groove is reserved at the bottom 1 of the concrete module;
step two, installing the high-strength steel pipes at a planned position by adopting a road guardrail upright pile driver, and sequentially driving the high-strength steel pipes into the original ground according to the arrangement of the first round through holes 2 of the modules;
thirdly, adopting cement mortar to level within the range of the partition wall, wherein the leveling mortar is ensured not to be adhered with the cement mortar, so as to form a mortar leveling layer 4;
hoisting the concrete module 1 to enable the stand column to be inserted into the first round through hole 2;
inserting the high-strength steel pipes into the second round through holes 5 of the first layer of concrete modules in sequence for connecting the second layer of concrete modules;
hoisting the concrete module 1 to enable the stand column to be inserted into the second round through hole;
step seven, checking the verticality of the assembled material partition wall;
in this embodiment, the second layer is generally completed, and the height is 2m, which can meet the use requirement. If the heightening is needed, the fifth step and the sixth step can be repeated to finish the heightening operation, and the through hole 3 formed above the concrete module 1 in the first step is mainly used for reducing the weight of the concrete module so that the module is convenient to transport and mount;
the operation method can adopt a short-edge precast concrete module or a long-edge precast concrete module, and the short-edge precast concrete module or the long-edge precast concrete module is selected according to actual conditions;
the building of the material separating wall of the mixing station is completed through the steps, the construction speed can be improved by more than 3 times, the personnel cost can be reduced by more than 70%, and the turnover use of the concrete modules of the material separating wall can reach more than 90%.
The second embodiment is as follows: the present embodiment is described with reference to fig. 1, and the present embodiment is a further limitation of the operation method of the first embodiment, and the operation method of the rapid splicing and mixing station partition wall of the present embodiment, in the first step, the inner diameter of the first circular through hole 2 on the concrete module 1 is the same as the inner diameter of the second circular through hole 5.
The third concrete implementation mode: the present embodiment is described with reference to fig. 1, and the present embodiment is a further limitation of the operation method described in the second embodiment, and the operation method of the rapid splicing mixing station partition wall described in the present embodiment, the inner diameter of the first circular through hole 2 on the concrete module 1 in the first step is 143 ± 1 mm.
The fourth concrete implementation mode: the present embodiment is described with reference to fig. 1, which is a further limitation of the operation method described in the third embodiment, and the operation method of the rapid splicing and mixing station material partition wall described in the present embodiment, the concrete module 1 in the first step has a size of 300cm × 50cm × 100cm or 150cm × 50cm × 100 cm;
this embodiment adopts the concrete module to assemble and can put into use after accomplishing, adopts the material partition wall of concrete preparation, and life is longer to can have enough to meet the need used repeatedly many times.
The fifth concrete implementation mode: the present embodiment is described with reference to fig. 8 to 10, and the present embodiment further defines the operation method of the first embodiment, and the operation method of the rapid splicing and mixing station partition wall of the present embodiment, wherein the two ends of the high-strength steel pipe in the second step adopt micro-wedge type tips;
this embodiment adopts the high-strength steel pipe both ends to make the little wedge type and conveniently penetrates, and the component of couple can be welded to the mouth of pipe inboard, the hoist and mount operation of being convenient for.
The sixth specific implementation mode: the present embodiment is described with reference to fig. 1, and the present embodiment is a further limitation of the operation method of the second embodiment, and the operation method of the rapid splicing mixing station partition wall of the present embodiment, the concrete module 1 in the first step is made of concrete with a grade of C30 or a grade of C30 or above;
this embodiment adopts the concrete that C30 grade or above the C30 grade make concrete module 1, and the concrete module after demolising can reuse, avoids producing a large amount of building rubbish and white rubbish, and is more environmental protection and energy saving, avoids all causing the waste on economy and energy to the partition wall of making is more durable, and life is longer.
Principle of operation
Firstly, prefabricating a concrete module 1, wherein a first round through hole 2, a square through hole 3 and a second round through hole 5 are sequentially arranged on the upper surface of the concrete module 1 along the axis direction, and a nest groove is reserved at the bottom 1 of the concrete module; installing the high-strength steel pipes at planned positions by adopting a road guardrail upright pile driver, and sequentially driving the high-strength steel pipes into the original ground according to the arrangement of the first module round through holes 2, wherein the length of the high-strength steel pipes for being driven into the ground can be properly lengthened so as to ensure the stability of the material separating wall; then, adopting cement mortar to level within the range of the partition wall, wherein the leveling mortar is ensured not to be adhered with the cement mortar, so as to form a mortar leveling layer 4; hoisting the concrete module 1 to enable the stand column to be inserted into the first round through hole 2; sequentially inserting high-strength steel pipes into the second round through holes 5 of the first layer of concrete modules for connecting the second layer of concrete modules; hoisting the concrete module 1 to enable the stand column to be inserted into the second round through hole; and finally, checking the verticality of the assembled material partition wall.
Claims (6)
1. An operation method for quickly assembling a material separating wall of a mixing station is characterized by comprising the following steps: the specific operation method is as follows:
the method comprises the following steps that firstly, a concrete module (1) is prefabricated, a first round through hole (2), a square through hole (3) and a second round through hole (5) are sequentially formed in the upper surface of the concrete module (1) along the axis direction, and a nest groove is reserved in the bottom of the concrete module (1);
step two, installing the high-strength steel pipes at a planned position by adopting a road guardrail upright pile driver, and sequentially driving the high-strength steel pipes into the original ground according to the arrangement of the first round through holes (2);
thirdly, adopting cement mortar to level within the range of the partition wall, wherein the leveling mortar is ensured not to be adhered with the cement mortar, so as to form a mortar leveling layer (4);
hoisting the concrete module (1) to enable the stand column to be inserted into the first round through hole (2);
inserting the high-strength steel pipes into the second round through holes (5) of the first layer of concrete modules in sequence for connecting the second layer of concrete modules;
hoisting the concrete module (1) to enable the stand column to be inserted into the second round through hole;
and seventhly, checking the verticality of the assembled material partition wall.
2. The method of operating a rapid makeup mixing station partition wall according to claim 1, wherein: the inner diameter of the first round through hole (2) on the concrete module (1) in the first step is the same as that of the second round through hole (5).
3. The method of operating a rapid makeup mixing station partition wall according to claim 2, wherein: the inner diameter of the first round through hole (2) in the concrete module (1) in the first step is 143 +/-1 mm.
4. The method of operating a rapid makeup mixing station partition wall according to claim 3, wherein: the size of the concrete module (1) in the first step is 300cm multiplied by 50cm multiplied by 100cm or 150cm multiplied by 50cm multiplied by 100 cm.
5. The method of operating a rapid makeup mixing station partition wall according to claim 1, wherein: and two ends of the high-strength steel pipe in the second step adopt micro-wedge type tips.
6. The method of operating a rapid makeup mixing station partition wall according to claim 1, wherein: the concrete module (1) in the first step is made of concrete with the grade of C30 or above the grade of C30.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010413618.6A CN111561156A (en) | 2020-05-15 | 2020-05-15 | Operation method for quickly assembling material separating wall of mixing station |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010413618.6A CN111561156A (en) | 2020-05-15 | 2020-05-15 | Operation method for quickly assembling material separating wall of mixing station |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN111561156A true CN111561156A (en) | 2020-08-21 |
Family
ID=72074725
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010413618.6A Withdrawn CN111561156A (en) | 2020-05-15 | 2020-05-15 | Operation method for quickly assembling material separating wall of mixing station |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN111561156A (en) |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1083267A2 (en) * | 1999-09-11 | 2001-03-14 | Richter-System GmbH & Co. KG | Junction for partitions |
| CN1664261A (en) * | 2005-02-08 | 2005-09-07 | 刘健 | Construction technology for light building blocks and partition panels |
| CN1720375A (en) * | 2002-12-06 | 2006-01-11 | 李廷洙 | Be used to build the block of barricade, the prefabricated reinforced retaining wall that uses the block construction and the construction method of prefabricated reinforced retaining wall |
| CN101392578A (en) * | 2008-09-25 | 2009-03-25 | 王禄德 | Steel bone pre-set combination walling unit, steel bone wall and construction method thereof |
| CN102505779A (en) * | 2011-11-10 | 2012-06-20 | 沈汉杰 | Block type wall system assembled by hoisting and construction method thereof |
| JP2012172432A (en) * | 2011-02-22 | 2012-09-10 | Osamu Sakai | Wooden building's planar structure and construction method thereof |
| CN104153587A (en) * | 2014-08-25 | 2014-11-19 | 哈尔滨达城绿色建筑技术开发股份有限公司 | Assembly type construction method for reinforced building block masonry wall |
| CN206521982U (en) * | 2017-01-19 | 2017-09-26 | 长沙爱达环保科技有限公司 | A kind of assembled sandstone feed bin partition wall and the concrete mixing plant with it |
| CN107700748A (en) * | 2017-09-21 | 2018-02-16 | 中国建筑股份有限公司 | Lightweight concrete load bearing heat preserving integrated wallboard and attachment structure and its construction method |
| CN207776144U (en) * | 2018-01-15 | 2018-08-28 | 阮凤芝 | A kind of assembled green building multifunctional wall body |
| CN208202238U (en) * | 2018-03-30 | 2018-12-07 | 中国水利水电第七工程局有限公司 | A kind of assembling type partition wall |
| CN209603332U (en) * | 2018-12-11 | 2019-11-08 | 中铁十七局集团第一工程有限公司 | Concrete mixing station feed bin net formula fills soft partition wall |
| CN210395735U (en) * | 2019-08-06 | 2020-04-24 | 中铁建设集团有限公司 | Installation and construction assembly of prefabricated shear wall |
-
2020
- 2020-05-15 CN CN202010413618.6A patent/CN111561156A/en not_active Withdrawn
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| EP1083267A2 (en) * | 1999-09-11 | 2001-03-14 | Richter-System GmbH & Co. KG | Junction for partitions |
| CN1720375A (en) * | 2002-12-06 | 2006-01-11 | 李廷洙 | Be used to build the block of barricade, the prefabricated reinforced retaining wall that uses the block construction and the construction method of prefabricated reinforced retaining wall |
| CN1664261A (en) * | 2005-02-08 | 2005-09-07 | 刘健 | Construction technology for light building blocks and partition panels |
| CN101392578A (en) * | 2008-09-25 | 2009-03-25 | 王禄德 | Steel bone pre-set combination walling unit, steel bone wall and construction method thereof |
| JP2012172432A (en) * | 2011-02-22 | 2012-09-10 | Osamu Sakai | Wooden building's planar structure and construction method thereof |
| CN102505779A (en) * | 2011-11-10 | 2012-06-20 | 沈汉杰 | Block type wall system assembled by hoisting and construction method thereof |
| CN104153587A (en) * | 2014-08-25 | 2014-11-19 | 哈尔滨达城绿色建筑技术开发股份有限公司 | Assembly type construction method for reinforced building block masonry wall |
| CN206521982U (en) * | 2017-01-19 | 2017-09-26 | 长沙爱达环保科技有限公司 | A kind of assembled sandstone feed bin partition wall and the concrete mixing plant with it |
| CN107700748A (en) * | 2017-09-21 | 2018-02-16 | 中国建筑股份有限公司 | Lightweight concrete load bearing heat preserving integrated wallboard and attachment structure and its construction method |
| CN207776144U (en) * | 2018-01-15 | 2018-08-28 | 阮凤芝 | A kind of assembled green building multifunctional wall body |
| CN208202238U (en) * | 2018-03-30 | 2018-12-07 | 中国水利水电第七工程局有限公司 | A kind of assembling type partition wall |
| CN209603332U (en) * | 2018-12-11 | 2019-11-08 | 中铁十七局集团第一工程有限公司 | Concrete mixing station feed bin net formula fills soft partition wall |
| CN210395735U (en) * | 2019-08-06 | 2020-04-24 | 中铁建设集团有限公司 | Installation and construction assembly of prefabricated shear wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104746422A (en) | Bridge prefabricated hollow pier column post-poured connecting structure and construction method | |
| SG181210A1 (en) | Reusable paving slab for temporary road andmethod for paving temporary road with the same | |
| CN103334359B (en) | Prefabricated reinforced concrete pavement plate and pavement construction method | |
| CN109914472B (en) | Soft soil area assembled comprehensive pipe gallery and construction method thereof | |
| CN204780874U (en) | Insert many drilling rods cement mixing method of prefabricated section bar | |
| CN202787055U (en) | Pier fixed connection structure of steel structure overhead bridge | |
| CN210238260U (en) | Full-prefabricated assembled structural bridge suitable for grassland wetland | |
| CN103334361B (en) | Prefabricated hollow steel bar concrete wear resistant road surface plate and pavement construction method | |
| CN105002895B (en) | More drilling rod cement mixing methods inserted with prefabricated shaped-section | |
| CN204097864U (en) | A kind of bridge prefabrication hollow pier stud delay-pour joint structure | |
| CN103343503B (en) | Bridge-type prefabricated reinforced concrete trough slab wear resistant road surface structural system and construction method | |
| CN109811613B (en) | Temporary ground facility and integrated construction method thereof | |
| CN111561156A (en) | Operation method for quickly assembling material separating wall of mixing station | |
| CN209779683U (en) | Jigsaw assembled comprehensive pipe gallery | |
| CN111042575A (en) | Steel structure upright post reinforcing structure and method for basement roof temporary road | |
| CN204418215U (en) | Prefabricated assembled manhole | |
| CN206655065U (en) | Combined type support post and overhead rail system for overhead rail system | |
| CN112045840B (en) | Construction method of assembly type beam storage pedestal for prefabricating high-speed railway box beam | |
| CN203373630U (en) | Prefabricated hollow reinforced concrete pavement slab | |
| CN109137959B (en) | Construction method of empty-iron zero-excavation environment-friendly upright post foundation pile | |
| CN203373631U (en) | Prefabricated reinforced concrete pavement slab | |
| CN203373635U (en) | Prefabricated hollow reinforced concrete wearproof pavement slab | |
| CN203768753U (en) | Bridge type steel plate pavement system | |
| CN103334362B (en) | Prefabricated steel concrete wear resistant road surface plate and pavement construction method | |
| CN203429528U (en) | Bridge-type precast-reinforced-concrete-trough-plate wear-resistant pavement structure system |
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 | ||
| WW01 | Invention patent application withdrawn after publication | ||
| WW01 | Invention patent application withdrawn after publication |
Application publication date: 20200821 |