CN208650506U - A kind of slip-framed reverse mould constructing device - Google Patents
A kind of slip-framed reverse mould constructing device Download PDFInfo
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- CN208650506U CN208650506U CN201821331712.1U CN201821331712U CN208650506U CN 208650506 U CN208650506 U CN 208650506U CN 201821331712 U CN201821331712 U CN 201821331712U CN 208650506 U CN208650506 U CN 208650506U
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- pylon
- rectangular shaped
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- 238000010276 construction Methods 0.000 claims abstract description 20
- 238000003860 storage Methods 0.000 claims abstract description 6
- 230000002787 reinforcement Effects 0.000 claims description 16
- 229910000831 Steel Inorganic materials 0.000 claims description 12
- 239000010959 steel Substances 0.000 claims description 12
- 230000003447 ipsilateral effect Effects 0.000 claims description 5
- 238000004080 punching Methods 0.000 claims description 4
- 238000007711 solidification Methods 0.000 claims description 4
- 230000008023 solidification Effects 0.000 claims description 4
- 238000005266 casting Methods 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 230000009194 climbing Effects 0.000 abstract description 5
- 238000000034 method Methods 0.000 description 5
- 230000003014 reinforcing effect Effects 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000012423 maintenance Methods 0.000 description 2
- 230000002459 sustained effect Effects 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000011218 segmentation Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
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Abstract
The utility model discloses a kind of slip-framed reverse mould constructing devices, including operating platform, operating platform, which is arranged lifting bracket and the climbing column being embedded in chimney is cooperated to realize that operating platform is vertical by centre-hole jack, to climb, interior pylon is provided with below operating platform, interior pylon is arranged along chimney jambs, equal level is equipped with scaffold board on interior pylon, worker station is facilitated to carry out template handling construction on scaffold board, the dismounting of template can be can be completed without setting up scaffold by being climbed in this way by the entirety of vertical operating platform, improve construction efficiency, pylon is further longer than to the setting of interior hanger, the space of a storage template is formed in pylon lower part in this way, it stores and takes when easy disassembly, it can be further improved construction efficiency.
Description
Technical field
The utility model belongs to chimney technical field, in particular to a kind of slip-framed reverse mould constructing device.
Background technique
Fixed form need to be set in wall two sides when building concrete wall construction, reinforcing bar is set among template, is poured mixed
Coagulation forming after solidifying soil, template are supported by bracket, and construction worker also needs placing concrete, building masonry wall on bracket of standing
It is basic that there is high, long characteristic, it need to be segmented pouring in short transverse, traditional architecture industry passes through manual segmentation frame mould, pouring, coagulates
Gu disassembly, transporting supports and template to next section of repetition modeling is also needed to pour after one section of pouring solidification, cause work progress numerous
Trivial, the period is long, and labor intensity of workers is big, builds low efficiency, also has higher requirements to manual manipulative techniques.
Though part engineering is linked together a lifting using sliding reverse mould equipment, template and lifting device in the prior art,
To improve efficiency, but such device slides template difficulty after the concrete has set, and frictional resistance is big.And existing slip device
It is mainly used for the building course that section is circular chimney, applicant needs to build section in the actual construction process according to demand
For rectangular chimney, thus how to provide a kind of slip-framed reverse mould constructing device for section be rectangular chimney building just at
The technical issues of field technical staff's urgent need to resolve.
Utility model content
The technical problem to be solved by the present invention is to: how a kind of slip-framed reverse mould constructing device is provided, can be used for
Rectangular chimney is built, and construction is facilitated, and improves construction efficiency.
In order to solve the above-mentioned technical problem, the utility model uses the following technical solution.Direction is in chimney
Heart direction be it is interior, opposite direction is outer.
A kind of slip-framed reverse mould constructing device, including horizontally disposed operating platform are set for vertical lifting on operating platform
The lifting bracket of platform is provided with centre-hole jack, the setting of centre-hole jack center in the supporting beam on lifting bracket top
There is the vertical column that climbs, the column that climbs is fixed in chimney and with concrete casting solidification, which is characterized in that operation is flat
The top enclosed in the chimney that hollow section is rectangle is arranged in platform, is provided with vertically downwards below operating platform positioned at chimney side
The pylon in the outside of wall and the interior hanger of inside, there are between construction between pylon and interior hanger and the metope of corresponding side wall
It is provided on gap, pylon and interior hanger along the corresponding side wall length direction laying in horizontal scaffold board, interior hanger
Quantity with pylon is four, is offseted on the inside of the adjacent end of hanger in arbitrary neighborhood two in four interior hangers, adjacent
The adjacent end interval setting of two pylons.
In this way, the device is directed to rectangular chimney design, vertical in chimney climb is embedded in by centre-hole jack cooperation
It rises column to be promoted for realizing the entirety of operating platform, is provided with interior hanger and pylon on the downside of operating platform, wherein interior hanger
With trick plate is provided on pylon, interior pylon is vertically divided into multilayer, the same layer trick plate of interior pylon by trick plate
On sustained height, worker may stand on trick plate the dismounting operation for carrying out template, be positioned at outside in chimney
It is fixed when template by split bolt.The friction problem for avoiding slipform process from generating by artificial overmolded.Wherein hanger and operation
Platform uses dismountable connection type, ease of assembly, and platform can be built on the certain altitude inside chimney, is convenient for the later period
Interior hanger can be removed when building platform, be avoided interference with by Maintenance and Repair.
Preferably, the pylon lower end for being located at the outside of same side wall is arranged lower than interior hanger, pylon exceeds interior extension
Frame part constitutes a template storage space.
In this way, wherein pylon setting is longer, can be convenient user in this way prevents the storage in lower section empty template
Between in, take, improve efficiency when facilitating construction, the template that inside uses can be directly placed on operating platform.
Preferably, pylon includes that face is vertical and spaced two the first rectangular shaped rims, two the first rectangles
Several evenly spaced crossbeams and several evenly spaced stringers are respectively provided in frame, crossbeam and stringer draw the rectangular shaped rim
It is divided into the grid of several rectangles, the first connection in two the first rectangular shaped rims at the node of two face grids by protruding horizontally up
Beam connection, scaffold board are overlapped on the first attachment beam, and equal oblique pull has first in the pylon along its length grid at both ends
Reinforce cable wire, the first reinforcement cable wire is located at plane where the first rectangular shaped rim.
In this way, aforesaid way discloses a kind of constituted mode of pylon, structure is simple.First reinforces the setting of cable wire
Pylon overall structural strength and stability can be improved so that frame both sides of the edge structural strength improve, avoid its
Work progress is deformed, and causes safety accident.
Preferably, interior hanger includes that face is vertical and spaced two the second rectangular shaped rims, two the second rectangles
Several evenly spaced crossbeams and several evenly spaced stringers are respectively provided in frame, crossbeam and stringer draw the second rectangular shaped rim
It is divided into the grid of several rectangles, the second connection in two the second rectangular shaped rims at the node of two face grids by protruding horizontally up
Beam connection, scaffold board are overlapped on the second attachment beam, and equal oblique pull has second in interior the hanger along its length grid at both ends
Reinforce cable wire, the second reinforcement cable wire is located at plane where the second rectangular shaped rim.
In this way, aforesaid way discloses a kind of constituted mode of interior hanger, structure is simple.First reinforces the setting of cable wire
Pylon overall structural strength and stability can be improved so that frame both sides of the edge structural strength improve, avoid its
Work progress is deformed, and causes safety accident
Preferably, second reinforce cable wire along interior hanger along its length the grid at both ends diagonal line setting and oblique pull structure
At X-shaped.
In this way, constituting its stability that can reinforce frame with amplitude peak of the setting of X-shaped.
Preferably, the operating platform is integrally square, the side wall setting of the side of operating platform ipsilateral chimney in parallel,
Operating platform includes a horizontally disposed third rectangular shaped rim, and several parallel third rectangular shaped rims are arranged in third rectangular shaped rim
Side and criss-cross channel steel, be provided with a rectangular reinforcement platform below the middle position of operating platform, reinforce flat
Platform is truss structure, and it is parallel with the ipsilateral side of third rectangular shaped rim to reinforce platform side, and reinforces platform along third rectangular edges
The length direction of frame reinforces the two sides of platform in the width direction and the two sides oblique pull of third rectangular frame in the width direction along extending
There is third to reinforce cable wire, reinforces platform and be located at the rectangle inside that four interior hangers enclose composition.
In this way, generally size is arranged according to chimney size in rectangular operating platform, length and width can reach 10 meters or more, in this way
Its integral strength of channel steel platform is built by criss-cross mode and stability is poor, it is difficult to meet requirement.Especially
Be connection in after pylon, intermediate portion easily becomes in place of weakness.Reinforce platform by building in middle position
Mode the structural strength of operating platform can be improved, the further oblique rollering steel by passing through in the opposite two sides for reinforcing platform
The mode of rope effectively can further promote the stability and whole structural strength of whole operation platform.Improve safety
Energy.
Preferably, multiple groups, the every group of column packet that climbs is arranged along the length direction uniform intervals of chimney jambs in the column that climbs
Include at least two that the width direction along chimney jambs is set side by side.
In this way, being equipped with centre-hole jack on the column that each climbs, uniform intervals are arranged so that device is whole
Sliding comparison is steady.Multiple settings consider that chimney jambs have one fixed width in every group, and multiple settings can be supported preferably
Whole device, multiple spot can preferably support a planar horizontal sliding.
Preferably, centre-hole jack is punching single-acting climbing type jack.
In this way, single-acting climbing type jack in effect, only up does single way motion, can avoid sliding, safety is more
It is good.
Preferably, upward safe fence is provided on the operating platform on periphery.
In this way, the setting of safe fence is mainly to ensure that personnel to be on operating platform and avoids falling from its edge can have
Effect ensures the safety of construction personnel.
Preferably, being provided with safe anti-falling net on the outside of the pylon.
In this way, the setting of safe anti-falling net can effectively protect construction personnel's safety on pylon, prevent it from falling, it is special
It is not when vacating construction apart from the higher height in ground, what technical ability of safe anti-falling net prevents personnel from falling, can also be effective
Prevent junk from hurting sb.'s feelings.
Preferably, the column that climbs is seamless steel pipe.
In this way, seamless steel pipe conduct is climbed, its integral strength of steel pipe and mechanical property are good, are hardly damaged and cause safety accident.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of slip-framed reverse mould constructing device disclosed in the utility model embodiment.
Wherein, 1 it is operating platform, 2 is that centre-hole jack, 3 for the column that climbs, 4 are lifting bracket, 5 are interior hanger, 6
It is template for pylon, 7,8 be split bolt, 9 be chimney jambs, 10 is safe fence.
Specific embodiment
The utility model is described in detail with reference to the accompanying drawings and examples.
Referring to Fig. 1, Fig. 1 is a kind of structural representation of slip-framed reverse mould constructing device disclosed in the utility model embodiment
Figure.
The utility model embodiment part discloses a kind of slip-framed reverse mould constructing device, including horizontally disposed operating platform
1, the lifting bracket 4 for vertical lifting platform is set on operating platform 1, is provided with punching in the supporting beam on 4 top of lifting bracket
Formula jack 2, centre-hole jack 2 are provided centrally with the vertical column 3 that climbs, and the column 3 that climbs is fixed in chimney and with mixed
Solidifying native casting solidification together, which is characterized in that the top enclosed in the chimney that hollow section is rectangle is arranged in operating platform 1,
1 lower section of operating platform is provided with the pylon 6 positioned at the outside of chimney jambs 9 and the interior hanger 5 of inside, pylon vertically downwards
There are construction gap between 6 and interior hanger 5 and the metope of corresponding side wall, it is provided with along described right on pylon 6 and interior hanger 5
Answer that side wall length direction is laid in horizontal scaffold board, the quantity of interior hanger 5 and pylon 6 is four, four interior hangers 5
It offsets on the inside of the adjacent end of hanger 5 in middle arbitrary neighborhood two, the adjacent end interval setting of adjacent two pylon 6.
In this way, the device is directed to rectangular chimney design, is cooperated by centre-hole jack 2 and be embedded in vertical in chimney climb
It rises column 3 to be promoted for realizing the entirety of operating platform 1, is provided with interior hanger 5 and pylon 6 on the downside of operating platform 1, wherein in
Be provided with trick plate on hanger 5 and pylon 6, interior pylon 6 is vertically divided into multilayer by trick plate, interior pylon 6 it is same
Layer trick plate is located on sustained height, and worker may stand on trick plate the dismounting operation for carrying out template 7, is being positioned at chimney
It is fixed by split bolt 8 when the template 7 in interior outside.The friction problem for avoiding slipform process from generating by artificial overmolded.Wherein
Hanger and operating platform 1 use dismountable connection type, ease of assembly, and can build on the certain altitude inside chimney flat
Platform overhauls convenient for later maintenance, can remove interior hanger 5, avoid interference with when building platform.
In the present embodiment, 6 lower end of pylon positioned at the outside of same side wall is arranged lower than interior hanger 5, and pylon 6 surpasses
Interior 5 part of hanger constitutes 7 storage space of template out.
In this way, wherein pylon 6 be arranged it is longer, can be convenient the storage that prevents in lower section of the user by template 7 in this way
It in space, takes, improves efficiency when facilitating construction, the template 7 that inside uses can be directly placed on operating platform 1.
In the present embodiment, pylon 6 includes that face is vertical and spaced two the first rectangular shaped rims, and two first
It is respectively provided with several evenly spaced crossbeams and several evenly spaced stringers in rectangular shaped rim, crossbeam and stringer are by the rectangular edges
Frame is divided into the grid of several rectangles, passes through first protruded horizontally up in two the first rectangular shaped rims at the node of two face grids
Attachment beam connection, scaffold board are overlapped on the first attachment beam, and equal oblique pull has in the pylon 6 along its length grid at both ends
First reinforces cable wire, and the first reinforcement cable wire is located at plane where the first rectangular shaped rim.
In this way, aforesaid way discloses a kind of constituted mode of pylon 6, structure is simple.First reinforcement cable wire is set
It sets and 6 overall structural strength of pylon and stability can be improved, so that structural strength of the frame in both sides of the edge improves, avoid it
It is deformed in work progress, causes safety accident.
In the present embodiment, interior hanger 5 includes that face is vertical and spaced two the second rectangular shaped rims, and two second
It is respectively provided with several evenly spaced crossbeams and several evenly spaced stringers in rectangular shaped rim, crossbeam and stringer are by the second rectangular edges
Frame is divided into the grid of several rectangles, passes through second protruded horizontally up in two the second rectangular shaped rims at the node of two face grids
Attachment beam connection, scaffold board are overlapped on the second attachment beam, and equal oblique pull has in interior the hanger 5 along its length grid at both ends
Second reinforces cable wire, and the second reinforcement cable wire is located at plane where the second rectangular shaped rim.
In this way, aforesaid way discloses a kind of constituted mode of interior hanger 5, structure is simple.First reinforcement cable wire is set
It sets and 6 overall structural strength of pylon and stability can be improved, so that structural strength of the frame in both sides of the edge improves, avoid it
It is deformed in work progress, causes safety accident
In the present embodiment, second reinforce cable wire along interior hanger 5 along its length the grid at both ends diagonal line setting and
Oblique pull constitutes X-shaped.
In this way, constituting its stability that can reinforce frame with amplitude peak of the setting of X-shaped.
In the present embodiment, the operating platform 1 is whole is square, the side of the side of operating platform 1 ipsilateral chimney in parallel
Wall setting, operating platform 1 include a horizontally disposed third rectangular shaped rim, and several parallel thirds are arranged in third rectangular shaped rim
The side of rectangular shaped rim and criss-cross channel steel, it is flat that the middle position lower section of operating platform 1 is provided with a rectangular reinforcement
Platform, reinforcement platform are truss structure, it is parallel with the ipsilateral side of third rectangular shaped rim to reinforce platform side, and reinforcement platform is along the
The length directions of three rectangular shaped rims reinforces platform two sides in the width direction and third rectangular frame in the width direction along extending
Two sides oblique pull has third to reinforce cable wire, reinforces platform and is located at the rectangle inside that four interior hangers 5 enclose composition.
In this way, generally size is arranged according to chimney size in rectangular operating platform 1, length and width can reach 10 meters or more, this
Sample builds its integral strength of channel steel platform by criss-cross mode and stability is poor, it is difficult to meet requirement.It is special
Be not connection in after pylon 6, intermediate portion easily becomes in place of weakness.It is flat by reinforcing in middle position construction
The structural strength of operating platform 1 can be improved in the mode of platform, further oblique by passing through in the opposite two sides for reinforcing platform
The mode of cable wire is drawn effectively can further to promote the stability and whole structural strength of whole operation platform 1.Improve peace
Full performance.
In the present embodiment, column 3 is climbed along the length direction uniform intervals setting multiple groups of chimney jambs 9, and every group is climbed
Column 3 includes be set side by side at least two of width direction along chimney jambs 9.
In this way, being equipped with centre-hole jack 2 on the column 3 that each climbs, uniform intervals are arranged so that device is whole
The sliding comparison of body is steady.Multiple settings consider that chimney jambs 9 have one fixed width in every group, and multiple settings can be propped up preferably
Whole device is supportted, multiple spot can preferably support a planar horizontal sliding.
In the present embodiment, centre-hole jack 2 is punching single-acting climbing type jack.
In this way, single-acting climbing type jack in effect, only up does single way motion, can avoid sliding, safety is more
It is good.
In the present embodiment, upward safe fence 10 is provided on periphery on the operating platform 1.
In this way, the setting of safe fence 10 is mainly to ensure that personnel to be on operating platform 1 and avoids falling from its edge, it can
Effectively ensure the safety of construction personnel.
In the present embodiment, safe anti-falling net is provided on the outside of the pylon 6.
In this way, the setting of safe anti-falling net can effectively protect construction personnel's safety on pylon 6, prevent it from falling,
Especially when vacating construction apart from the higher height in ground, what technical ability of safe anti-falling net prevents personnel from falling, can also be effective
Prevent junk from hurting sb.'s feelings.
In the present embodiment, the column 3 that climbs is seamless steel pipe.
In this way, seamless steel pipe conduct is climbed, its integral strength of steel pipe and mechanical property are good, are hardly damaged and cause safety accident.
Claims (10)
1. a kind of slip-framed reverse mould constructing device, including horizontally disposed operating platform, set on operating platform flat for vertical lifting
The lifting bracket of platform is provided with centre-hole jack in the supporting beam on lifting bracket top, and centre-hole jack is provided centrally with
The vertical column that climbs, the column that climbs are fixed in chimney and with concrete casting solidifications, which is characterized in that operating platform
The top enclosed in the chimney that hollow section is rectangle is set, is provided with vertically downwards below operating platform positioned at chimney jambs
Outside pylon and inside interior hanger, between pylon and interior hanger and the metope of corresponding side wall there are construction gap,
Be provided on pylon and interior hanger along the corresponding side wall length direction be laid in horizontal scaffold board, interior hanger and outer
The quantity of hanger is four, is offseted on the inside of the adjacent end of hanger in arbitrary neighborhood two in four interior hangers, outside adjacent two
The adjacent end interval setting of hanger.
2. slip-framed reverse mould constructing device as described in claim 1, which is characterized in that the pylon positioned at the outside of same side wall
Lower end is arranged lower than interior hanger, and pylon constitutes a template storage space beyond interior hanger part.
3. slip-framed reverse mould constructing device as described in claim 1, which is characterized in that pylon includes that face is vertical and interval is set
Two the first rectangular shaped rims set are respectively provided with several evenly spaced crossbeams and several uniform intervals in two the first rectangular shaped rims
Stringer, first rectangular shaped rim is divided into the grid of several rectangles by crossbeam and stringer, two in two the first rectangular shaped rims
By the first attachment beam connection protruded horizontally up at the node of face grid, scaffold board is overlapped on the first attachment beam, is located at outer
Oblique pull has the first reinforcement cable wire to hanger in the grid at both ends along its length, and the first reinforcement cable wire is located at the first rectangular shaped rim institute
In plane.
4. slip-framed reverse mould constructing device as claimed in claim 3, which is characterized in that interior hanger includes that face is vertical and interval is set
Two the second rectangular shaped rims set are respectively provided with several evenly spaced crossbeams and several uniform intervals in two the second rectangular shaped rims
Stringer, the second rectangular shaped rim is divided into the grid of several rectangles, two faces in two the second rectangular shaped rims by crossbeam and stringer
By the second attachment beam connection protruded horizontally up at the node of grid, scaffold board is overlapped on the second attachment beam, is located at interior hanger
Equal oblique pull is put down where having the second reinforcement cable wire, the second reinforcement cable wire to be located at the second rectangular shaped rim in the grid at both ends along its length
Face.
5. slip-framed reverse mould constructing device as claimed in claim 4, which is characterized in that second reinforces cable wire along interior hanger along length
The diagonal line of the grid at direction both ends is arranged and oblique pull constitutes X-shaped.
6. slip-framed reverse mould constructing device as described in claim 1, which is characterized in that the operating platform is integrally square, behaviour
Make the side wall setting of the side of platform ipsilateral chimney in parallel, operating platform includes a horizontally disposed third rectangular shaped rim, the
The side of several parallel third rectangular shaped rims is set and criss-cross channel steel, the middle position of operating platform in three rectangular shaped rims
Lower section is provided with a rectangular reinforcement platform, and reinforcement platform is truss structure, reinforces platform side and third rectangular shaped rim is same
The side of side is parallel, and reinforces platform and extend along the length direction edge of third rectangular shaped rim, reinforces two of platform in the width direction
Side and the two sides oblique pull of third rectangular frame in the width direction have third to reinforce cable wire, reinforce platform and are located at four interior hangers enclosings
The rectangle inside of composition.
7. slip-framed reverse mould constructing device as described in claim 1, which is characterized in that the column that climbs is along the length side of chimney jambs
Multiple groups are set to uniform intervals, the every group of column that climbs includes be set side by side at least two of width direction along chimney jambs.
8. slip-framed reverse mould constructing device as described in claim 1, which is characterized in that centre-hole jack is that punching single-acting is climbed
Lift-type jack.
9. slip-framed reverse mould constructing device as described in claim 1, which is characterized in that be provided on periphery on the operating platform
Upward safe fence.
10. slip-framed reverse mould constructing device as described in claim 1, which is characterized in that be provided with safety on the outside of the pylon
Anti-drop net.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821331712.1U CN208650506U (en) | 2018-08-17 | 2018-08-17 | A kind of slip-framed reverse mould constructing device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201821331712.1U CN208650506U (en) | 2018-08-17 | 2018-08-17 | A kind of slip-framed reverse mould constructing device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208650506U true CN208650506U (en) | 2019-03-26 |
Family
ID=65790551
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201821331712.1U Expired - Fee Related CN208650506U (en) | 2018-08-17 | 2018-08-17 | A kind of slip-framed reverse mould constructing device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208650506U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627502A (en) * | 2020-12-31 | 2021-04-09 | 中国化学工程第十六建设有限公司 | Chimney slip form construction platform and chimney slip form construction method |
| CN117627342A (en) * | 2024-01-26 | 2024-03-01 | 山西一建集团有限公司 | Chimney lining construction mold turning inner formwork construction platform and construction method |
-
2018
- 2018-08-17 CN CN201821331712.1U patent/CN208650506U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112627502A (en) * | 2020-12-31 | 2021-04-09 | 中国化学工程第十六建设有限公司 | Chimney slip form construction platform and chimney slip form construction method |
| CN117627342A (en) * | 2024-01-26 | 2024-03-01 | 山西一建集团有限公司 | Chimney lining construction mold turning inner formwork construction platform and construction method |
| CN117627342B (en) * | 2024-01-26 | 2024-04-19 | 山西一建集团有限公司 | Chimney lining construction mold turning inner formwork construction platform and construction method |
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Granted publication date: 20190326 |