CN108265749A - A kind of combined steel template and application method for municipal administration synthesis pipe gallery - Google Patents
A kind of combined steel template and application method for municipal administration synthesis pipe gallery Download PDFInfo
- Publication number
- CN108265749A CN108265749A CN201810053770.0A CN201810053770A CN108265749A CN 108265749 A CN108265749 A CN 108265749A CN 201810053770 A CN201810053770 A CN 201810053770A CN 108265749 A CN108265749 A CN 108265749A
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- template
- municipal administration
- pipe gallery
- plate unit
- administration synthesis
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 59
- 239000010959 steel Substances 0.000 title claims abstract description 59
- 230000015572 biosynthetic process Effects 0.000 title claims abstract description 54
- 238000003786 synthesis reaction Methods 0.000 title claims abstract description 51
- 238000000034 method Methods 0.000 title claims abstract description 19
- 238000010276 construction Methods 0.000 claims abstract description 30
- 230000007246 mechanism Effects 0.000 claims abstract description 17
- 238000009415 formwork Methods 0.000 claims abstract description 14
- 238000004080 punching Methods 0.000 claims abstract description 8
- 238000009826 distribution Methods 0.000 claims abstract description 3
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 14
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 14
- 241001330002 Bambuseae Species 0.000 claims description 14
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 14
- 239000011425 bamboo Substances 0.000 claims description 14
- 238000009434 installation Methods 0.000 claims description 11
- 238000005192 partition Methods 0.000 claims description 6
- 230000010354 integration Effects 0.000 claims description 3
- 239000000203 mixture Substances 0.000 claims description 3
- 239000004033 plastic Substances 0.000 claims description 3
- 229920003023 plastic Polymers 0.000 claims description 3
- 230000000694 effects Effects 0.000 abstract description 3
- 239000004035 construction material Substances 0.000 abstract 1
- 230000002708 enhancing effect Effects 0.000 abstract 1
- 239000000463 material Substances 0.000 description 4
- 230000008901 benefit Effects 0.000 description 2
- 230000008859 change Effects 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000004513 sizing Methods 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000002146 bilateral effect Effects 0.000 description 1
- 230000001112 coagulating effect Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 125000003003 spiro group Chemical group 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0007—Production methods using a mold
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0026—Metals
- E02D2300/0029—Steel; Iron
Landscapes
- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The problem of the invention discloses a kind of combined steel templates and application method for municipal administration synthesis pipe gallery, belong to municipal administration synthesis pipe gallery technical field, solve traditional plank sheathing and are expended greatly for municipal administration synthesis pipe gallery construction material, low construction efficiency.The steel form includes at least two groups punching block plate units formed by backform plate unit and side form plate unit being arranged side by side along the longitudinal direction of municipal administration synthesis pipe gallery, and side template cell distribution is connected in the both sides of backform plate unit and by horizontal support elements；The backform plate unit includes top template and column, and the bottom of column is equipped with walking mechanism, and walking mechanism can drive side form plate unit to move.The application method：First, bottom plate and bottom plate above section side wall are constructed using set shaped steel formwork；2nd, remaining side wall and top plate using knockdown steel form are constructed, so as to effectively improve concrete apparent mass, avoids, using Screw arbor with nut at both-ends, enhancing waterproof effect, to achieve the purpose that improve construction efficiency and improve construction quality.
Description
Technical field
The invention belongs to municipal administration synthesis pipe gallery technical fields, and in particular to a kind of combined steel for municipal administration synthesis pipe gallery
Template and application method.
Background technology
At present, China is in the High Speed Construction phase of municipal administration synthesis pipe gallery, compared with conventional line, municipal administration synthesis pipe gallery energy
Urban underground space is enough efficiently used, is economized the land resource, avoids slide fastener road, reduces pipeline maintenance cost, improves urban environment.
The city integrated piping lane construction in China is just rapidly carried out with the construction speed of annual 2000km, and China has been city of the world's synthesis
Piping lane builds big country.
Plank sheathing is mainly used in municipal administration synthesis pipe gallery engineering construction.Conventional construction is mainly first constructing structure bottom plate,
Then one-off construction side wall and top plate.However, in conventional side wall and top board construction, formwork and the top plate framed bent of side wall are set up
It is mused together, increases the complexity of entire framed bent and template system, low construction efficiency.Moreover, municipal administration synthesis pipe gallery
Underground Construction belongs to construction continuous over long distances, according to traditional plank sheathing, repeats, work progress few using number
The material of middle generation is thrown aside more, and stacking takes up a large area.
Invention content
The problem of present invention does not adapt to municipal administration synthesis pipe gallery underground construction for traditional plank sheathing, the present invention provides one
Kind is used for the combined steel template and application method of municipal administration synthesis pipe gallery, according to municipal administration synthesis pipe gallery design feature, single case is double
Cell structure is divided into two-step pouring, pours the side wall of bottom plate and bottom plate more than 50cm for the first time, pours remainder high side for the second time
Wall and top plate carry out the selected of steel die and main rib arrangement form according to construction merogenesis and sidewall structure pattern.Pass through selection
Combined steel template provided by the invention, not only may be reused, but also improve the architecture quality of municipal administration synthesis pipe gallery.
In order to solve the above technical problems, the present invention provides following technical solution：
A kind of combined steel template for municipal administration synthesis pipe gallery is set side by side including the longitudinal direction along municipal administration synthesis pipe gallery
At least two groups of punching block plate units put, the punching block plate unit include backform plate unit and side form plate unit, the side template list
Member is distributed in the both sides of the backform plate unit and passes through horizontal support elements and connect with the backform plate unit；The top template
Unit includes top template and column, and tightly support is equipped with row to the column in the lower section of the backform plate unit, the bottom of the column
Mechanism is walked, the walking mechanism can drive longitudinal direction of the side form plate unit along municipal administration synthesis pipe gallery under power drive
It is mobile.
Further, the walking mechanism is movable pulley, and the walking mechanism is detachable to be installed on close to the side form
On the column of plate unit.
Further, the side form plate unit includes the rectangular frame structure of top panel, supporting bar and collet composition.
Further, the top template is the bamboo slab rubber that thickness is 15mm, and the bamboo slab rubber is layed on longitudinal flitch, institute
Longitudinal flitch is stated vertically to be layed in the horizontal support elements.
Further, the crossbeam of the supporting member, longeron and supporting rack Formation cross-section are the hollow structure of rectangle.
Further, the length of the side form plate unit is 6m.
The present invention also provides a kind of application method of the combined steel template for municipal administration synthesis pipe gallery, municipal integrated pipes
Corridor is " font of falling day " single box double room structure, and the municipal administration synthesis pipe gallery is divided into several construction sections and is continuously constructed, Mei Geshi
Workshop section constructs in two times, which includes the following steps：
Step 1: mounting base more than 50cm side wall set shaped steel formworks, integration pours bottom plate and bottom plate more than 50cm sides
Wall；
Step 2: install several length as 6m, highly for the side form plate unit of 2.65m until complete entire bottom plate 50cm with
The installation of upside wall form；Meanwhile it is formed in the setting of the top of side form plate unit by vertical transverse support bar and longitudinal flitch
Horizontal support elements, be laid with bamboo slab rubber above the horizontal support elements, column and bottom be set below the bamboo slab rubber
Support, until completing the installation of top template.
Further, top of the step 1 including the set shaped steel formwork passes through steel pipe lock and fixes, the sizing
The lower part of steel form is fixed by steel pipe stull.
Further, the side wall template includes intermediate internal partition wall template and inner side of outer wall template, wherein, intermediate internal partition wall
Template penetrates through Screw arbor with nut at both-ends by plastics and reinforces.
Compared with prior art, beneficial technique effect of the invention is as follows：
(1) side form plate unit of the invention is process using the steel plate factory regularization of more than wall thickness 8mm, material stiffness
Greatly, it is unlikely to deform.
(2) side template element length of the invention is 6m, and can reserve connection by bottom between side form plate unit decorates
It is installed with formula, quick construction, positioning are accurate, can not only improve the apparent mass of municipal administration synthesis pipe gallery concrete, and can weigh
Multiple turnover, improves the utilization rate of steel form, saves construction cost.
(3) the column bottom end of side template of the invention is equipped with the walking mechanism of detachable connection, facilitates the vertical of steel form
To movement, construction efficiency is improved.
Description of the drawings
Structures of the Fig. 1 for side form plate unit in the combined steel template for municipal administration synthesis pipe gallery of one embodiment of the invention
Schematic diagram；
Fig. 2 is the structure of the punching block plate unit of the combined steel template for municipal administration synthesis pipe gallery of one embodiment of the invention
Schematic diagram；
Fig. 3 is step 1 in the application method of the combined steel template for municipal administration synthesis pipe gallery of one embodiment of the invention
Reference chart；
Fig. 4 is step 2 in the application method of the combined steel template for municipal administration synthesis pipe gallery of one embodiment of the invention
Reference chart
In figure：
11- top templates, 12- columns, 13- collets, 14- longitudinal directions flitch, 15- steel pipe stulls；21- top panels, 22- supporting rods
Part；30- horizontal support elements；40- bottom plate more than 50cm side walls；50- steel pipes latch；60- split bolts.
Specific embodiment
Below in conjunction with the drawings and specific embodiments to the combined steel template proposed by the present invention for municipal administration synthesis pipe gallery
And application method is described in further detail.According to following explanation and claims, advantages and features of the invention will be more clear
Chu.It should be noted that attached drawing is using very simplified form and uses non-accurate ratio, only to conveniently, lucidly
Aid in illustrating the purpose of the embodiment of the present invention.For sake of convenience, the upper and lower side of " on ", " under " described below with attached drawing
To consistent, but this can't be the limitation of technical solution of the present invention.
Embodiment one
With reference to the Fig. 1 to Fig. 4 composition of the combined steel template for municipal administration synthesis pipe gallery that the present invention will be described in detail.
As shown in Figures 1 to 4, present embodiment discloses a kind of combined steel template for municipal administration synthesis pipe gallery, including
At least two groups of punching block plate units (not shown) being arranged side by side along the longitudinal direction of municipal administration synthesis pipe gallery, punching block plate unit include top
Modular unit (not shown) and side form plate unit (not shown), side template cell distribution is in the both sides of backform plate unit and passes through water
Flat supporting member 30 is connect with backform plate unit；Backform plate unit includes top template 11 and column 12, and column 12 is tightly supportted in backform
The lower section of plate unit, the bottom of column 12 are equipped with walking mechanism (not shown), and walking mechanism can drive side under power drive
Modular unit is moved along the longitudinal direction of municipal administration synthesis pipe gallery.
Specifically, according to municipal administration synthesis pipe gallery structure and the corresponding formwork way of spacing selection of building enclosure, according to
Usual manner is constructed, if spacing is smaller therebetween, due to operating space be only capable of now carry out single side formwork, and piping lane knot
Structure height of side wall is generally up to 4m, and single side formwork operation difficulty is big, and template system is difficult to fix, and stability is poor, and side wall is caused to mix
The apparent mass for coagulating soil is poor.When spacing therebetween is larger, is suitble to inside and outside bilateral formwork, structure side wall form is often adopted
It is fixed with Screw arbor with nut at both-ends, in this way, template system is secured, architecture quality is secure, but the repairing of Screw arbor with nut at both-ends and more table
Face piece seriously constrains the water resistance of structure and the apparent mass of concrete.
For foregoing problems, the present invention pours municipal administration synthesis pipe gallery " font of falling day " in the form of two-step method step-by-step construction
Single box double room structure.Bottom plate and bottom plate above section side wall are constructed using set shaped steel formwork for the first time, for the second time by remaining
Side wall and top plate are constructed using knockdown steel form, so as to effectively improve concrete apparent mass, are avoided using Screw arbor with nut at both-ends,
Enhance waterproof effect, to achieve the purpose that improve construction efficiency and improve construction quality.
Preferably, for convenient material drawing, walking mechanism is movable pulley, the detachable installation of the movable pulley as walking mechanism
In on the column 12 close to side form plate unit.Side form plate unit move when, 12 bottom end of column installation be can be in power drive
The walking mechanism of lower movement, side form plate unit installation and during concreting, the installation of 12 bottom end of column is collet 13, collet
13 can be as the support of side template, can be as the jacking operating space for changing side template cell height after collet 13 is removed.
Column 12 is formed by the steel pipe manufacturing of a diameter of 48mm.
Particularly, side form plate unit includes top panel 21, supporting bar 22 and collet 13, and top panel 21 is 8mm thickness
Steel plate is made, main rib, secondary rib and the diagonal brace that supporting bar 22 is made for 8# channel steels, the i.e. crossbeam of supporting bar 22,
Longeron and the hollow structure that supporting rack Formation cross-section is rectangle.
Preferably, differing in view of municipal administration synthesis pipe gallery chamber structure size, steel form reserved location change in size is more, top
Template 11 is the bamboo slab rubber that thickness is 15mm, and bamboo slab rubber is layed in longitudinal flitch, and longitudinal flitch is vertically layed in horizontally-supported structure
On part 30.Wherein, the bracing reinforcement system of bamboo slab rubber is vertically spread for the crossbeam and spacing 300mm of the 10# channel steels making of lower part
The horizontal support elements 30 that the flitch of 10mm*10mm above crossbeam is formed.Certainly, it can be carried out according to engineering practice
The spacing adjustment of reserved spacing and crossbeam, and decide whether to increase support among horizontal support elements 30.That is, choosing
The transverse width of inner side template can be adjusted as top template by selecting bamboo slab rubber, can be used for the combined steel template of the present embodiment
In the chamber structure of more different inner diameters sizes.
Please continue to refer to Fig. 1 to Fig. 4, the present invention also provides the uses of the combined steel template for municipal administration synthesis pipe gallery
Method, municipal administration synthesis pipe gallery are " font of falling day " single box double room structure, and the municipal administration synthesis pipe gallery, which is divided into several construction sections, to carry out
Continuous construction, each construction section are constructed, are included the following steps in two times：
Step 1: the set shaped steel formwork of mounting base more than 50cm side walls 40, integration pour more than bottom plate and bottom plate
50cm side walls 40；
Step 2: install several length as 6m, highly for the side form plate unit of 2.65m until complete entire bottom plate 50cm with
The installation of upside wall form；The level that setting is formed by vertical transverse support bar and longitudinal flitch on the top of side form plate unit
Supporting member 30, laying depth is the bamboo slab rubber of 15mm above horizontal support elements 30；It is set below bamboo slab rubber simultaneously vertical
Column 12 and collet 13, until completing the installation of top template.
Preferably, the top that step 1 includes set shaped steel formwork is fixed by the steel pipe lock 50 of a diameter of 50mm, sizing
The lower part of steel form is fixed by steel pipe stull 15, so as to ensure that the normal of bottom plate more than 50cm side walls pours.
Particularly, side wall template includes intermediate internal partition wall template and inner side of outer wall template, wherein, intermediate internal partition wall template is led to
It crosses the split bolt 60 that plastics through diameter is 14mm to reinforce, so as to fulfill reuse, spiro rod length is per side than corresponding
The long 30cm of wall thickness.
In conclusion the combined steel template and application method provided in an embodiment of the present invention for municipal administration synthesis pipe gallery with
Traditional plank sheathing, which is compared, has following advantage：
(1) side form plate unit is process using the steel plate factory regularization of more than wall thickness 8mm, and material stiffness is big, is not easy
Deformation.
(2) side template element length is 6m, can reserve the installation of tie point assembled between side form plate unit by bottom,
Quick construction, positioning are accurate, can not only improve the apparent mass of municipal administration synthesis pipe gallery concrete, and can repeat to have enough to meet the need, and carry
The high utilization rate of steel form, saves construction cost.
(3) the column bottom end of side template is equipped with the walking mechanism of detachable connection, facilitates the longitudinal movement of steel form, carries
High construction efficiency.
Foregoing description is only the description to present pre-ferred embodiments, not to any restriction of the scope of the invention, this hair
Any change, the modification that the those of ordinary skill in bright field does according to the disclosure above content, belong to the protection of claims
Range.
Claims (9)
1. a kind of combined steel template for municipal administration synthesis pipe gallery, which is characterized in that including the depth along municipal administration synthesis pipe gallery
At least two groups of punching block plate units that direction is arranged side by side, the punching block plate unit include backform plate unit and side form plate unit, institute
Side template cell distribution is stated in the both sides of the backform plate unit and passes through horizontal support elements and is connect with the backform plate unit；
The backform plate unit includes top template and column, and the column is tightly supportted in the lower section of the backform plate unit, the column
Bottom is equipped with walking mechanism, and the walking mechanism can drive the side form plate unit along municipal administration synthesis pipe gallery under power drive
Longitudinal direction movement.
2. it to be used for the combined steel template of municipal administration synthesis pipe gallery as described in claim 1, which is characterized in that the walking mechanism
For movable pulley, the walking mechanism is detachable to be installed on the column of the side form plate unit.
3. it to be used for the combined steel template of municipal administration synthesis pipe gallery as described in claim 1, which is characterized in that the side template list
Member includes the rectangular frame structure of top panel, supporting bar and collet composition.
4. it to be used for the combined steel template of municipal administration synthesis pipe gallery as described in claim 1, which is characterized in that the top template is
Thickness is the bamboo slab rubber of 15mm, and the bamboo slab rubber is layed on longitudinal flitch, and the longitudinal direction flitch is vertically layed in the level
On supporting member.
5. it to be used for the combined steel template of municipal administration synthesis pipe gallery as claimed in claim 3, which is characterized in that the supporting member
Crossbeam, longeron and supporting rack Formation cross-section be rectangle hollow structure.
6. it to be used for the combined steel template of municipal administration synthesis pipe gallery as described in claim 1, which is characterized in that the side template list
The length of member is 6m.
It is 7. special if claim 1 to 6 any one of them is for the application method of the combined steel template of municipal administration synthesis pipe gallery
Sign is, the municipal administration synthesis pipe gallery is " font of falling day " single box double room structure, institute
It states municipal administration synthesis pipe gallery and is divided into several construction sections and continuously constructed, each construction section is constructed in two times,
Include the following steps：
Step 1: mounting base more than 50cm side wall set shaped steel formworks, integration pours bottom plate and bottom plate more than 50cm side walls；
Step 2: several length are installed for 6m, highly for the side form plate unit of 2.65m until completing entire bottom plate 50cm with upside
The installation of wall form plate；Meanwhile formed in the setting of the top of side form plate unit by vertical transverse support bar and longitudinal flitch
Horizontal support elements are laid with bamboo slab rubber above the horizontal support elements, and column and collet are set below the bamboo slab rubber,
Until complete the installation of top template.
8. application method as claimed in claim 7, which is characterized in that the step 1 includes the top of the set shaped steel formwork
It is latched and fixed by steel pipe, the lower part of the set shaped steel formwork is fixed by steel pipe stull.
9. application method as claimed in claim 7, which is characterized in that the side wall template is including intermediate internal partition wall template and outside
Side template within the walls, wherein, intermediate internal partition wall template penetrates through Screw arbor with nut at both-ends by plastics and reinforces.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810053770.0A CN108265749A (en) | 2018-01-19 | 2018-01-19 | A kind of combined steel template and application method for municipal administration synthesis pipe gallery |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810053770.0A CN108265749A (en) | 2018-01-19 | 2018-01-19 | A kind of combined steel template and application method for municipal administration synthesis pipe gallery |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108265749A true CN108265749A (en) | 2018-07-10 |
Family
ID=62776064
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810053770.0A Pending CN108265749A (en) | 2018-01-19 | 2018-01-19 | A kind of combined steel template and application method for municipal administration synthesis pipe gallery |
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| Country | Link |
|---|---|
| CN (1) | CN108265749A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109469098A (en) * | 2018-11-14 | 2019-03-15 | 上海市基础工程集团有限公司 | For concrete box cell structure inner template running gear |
| CN109853615A (en) * | 2018-12-07 | 2019-06-07 | 中铁四局集团市政工程有限公司 | One-time pouring forming method for pipe gallery segments |
| CN110761323A (en) * | 2019-09-30 | 2020-02-07 | 中国二十冶集团有限公司 | Underground comprehensive pipe gallery sliding formwork construction method |
| CN110792100A (en) * | 2019-11-01 | 2020-02-14 | 海门市帕源路桥建设有限公司 | Installation and correction female die for box-type telescopic inner die telescopic frame |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759487A (en) * | 2017-02-14 | 2017-05-31 | 中国冶集团有限公司 | Underground pipe gallery inner formwork system continuous-flow type construction method |
| CN107165191A (en) * | 2017-05-26 | 2017-09-15 | 中国十九冶集团有限公司 | City comprehensive pipe gallery die and using method thereof |
| CN208121804U (en) * | 2018-01-19 | 2018-11-20 | 上海建工四建集团有限公司 | A kind of combined steel template for municipal administration synthesis pipe gallery |
-
2018
- 2018-01-19 CN CN201810053770.0A patent/CN108265749A/en active Pending
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759487A (en) * | 2017-02-14 | 2017-05-31 | 中国冶集团有限公司 | Underground pipe gallery inner formwork system continuous-flow type construction method |
| CN107165191A (en) * | 2017-05-26 | 2017-09-15 | 中国十九冶集团有限公司 | City comprehensive pipe gallery die and using method thereof |
| CN208121804U (en) * | 2018-01-19 | 2018-11-20 | 上海建工四建集团有限公司 | A kind of combined steel template for municipal administration synthesis pipe gallery |
Non-Patent Citations (3)
| Title |
|---|
| 汪小茂等: "《城市道路地下管线综合设计》", 31 October 2013, 长江出版社, pages: 149 * |
| 王新杰等: "《2009海峡两岸地工技术/岩土工程交流研讨会论文集大陆卷》", 31 March 2009, 中国科学技术出版社, pages: 243 - 244 * |
| 赵明炎等: "《市政公用工程构筑物施工技术》", 31 October 2016, 中国矿业大学出版社, pages: 20 - 21 * |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109469098A (en) * | 2018-11-14 | 2019-03-15 | 上海市基础工程集团有限公司 | For concrete box cell structure inner template running gear |
| CN109853615A (en) * | 2018-12-07 | 2019-06-07 | 中铁四局集团市政工程有限公司 | One-time pouring forming method for pipe gallery segments |
| CN110761323A (en) * | 2019-09-30 | 2020-02-07 | 中国二十冶集团有限公司 | Underground comprehensive pipe gallery sliding formwork construction method |
| CN110792100A (en) * | 2019-11-01 | 2020-02-14 | 海门市帕源路桥建设有限公司 | Installation and correction female die for box-type telescopic inner die telescopic frame |
| CN110792100B (en) * | 2019-11-01 | 2021-05-07 | 海门市帕源路桥建设有限公司 | Installation and correction female die for box-type telescopic inner die telescopic frame |
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