CN208121804U - A kind of combined steel template for municipal administration synthesis pipe gallery - Google Patents
A kind of combined steel template for municipal administration synthesis pipe gallery Download PDFInfo
- Publication number
- CN208121804U CN208121804U CN201820097588.0U CN201820097588U CN208121804U CN 208121804 U CN208121804 U CN 208121804U CN 201820097588 U CN201820097588 U CN 201820097588U CN 208121804 U CN208121804 U CN 208121804U
- Authority
- CN
- China
- Prior art keywords
- plate unit
- pipe gallery
- municipal administration
- template
- synthesis pipe
- 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
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model discloses a kind of combined steel templates for municipal administration synthesis pipe gallery, belong to municipal administration synthesis pipe gallery technical field, solve traditional plank sheathing and expend big, the low problem of construction efficiency for municipal administration synthesis pipe gallery construction material.The steel form includes the punching block plate unit formed along the longitudinal direction of municipal administration synthesis pipe gallery at least two groups arranged side by side by backform plate unit and side form plate unit, side template cell distribution in backform plate unit two sides and pass through horizontal support elements connection;The backform plate unit includes top template and column, and the bottom of column is equipped with walking mechanism, and it is mobile that walking mechanism is able to drive side form plate unit.
Description
Technical field
The utility model belongs to municipal administration synthesis pipe gallery technical field, and in particular to a kind of combination for municipal administration synthesis pipe gallery
Formula steel form.
Background technique
Currently, 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, zipper road is avoided, 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 that city of the world is comprehensive
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, formwork and the top plate framed bent of side wall are set up in conventional side wall and top board construction
It is mused together, increases the complexity of entire framed bent and template system, construction efficiency is low.Moreover, municipal administration synthesis pipe gallery
Underground Construction belongs to construction continuous over long distances, and according to traditional plank sheathing, reusable number is few, work progress
The material of middle generation is thrown aside more, and stacking takes up a large area.
Utility model content
The utility model is not aiming at the problem that traditional plank sheathing adapts to municipal administration synthesis pipe gallery underground construction, the utility model
A kind of combined steel template for municipal administration synthesis pipe gallery is provided, according to municipal administration synthesis pipe gallery design feature, by single box double room
Structure is divided into two-step pouring, pours the side wall of bottom plate and the above 50cm of bottom plate for the first time, pours the high side wall of remainder for the second time
And top plate, the selected of steel die and main rib arrangement form is carried out according to construction merogenesis and sidewall structure pattern.By selecting this
The combined steel template that utility model provides, 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 utility model provides the following technical solutions:
A kind of combined steel template for municipal administration synthesis pipe gallery, sets side by side including the longitudinal direction along municipal administration synthesis pipe gallery
At least two groups punching block plate unit set, the punching block plate unit include backform plate unit and side form plate unit, the side template list
Member is distributed in the two sides of the backform plate unit and is connect by horizontal support elements with the backform plate unit;The top template
Unit includes top template and column, and the column is tightly supportted in the lower section of the backform plate unit, and the bottom of the column is equipped with row
Mechanism is walked, the walking mechanism is able to drive the side form plate unit along the longitudinal direction of 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 rod and collet composition.
Further, the top template is the bamboo slab rubber with a thickness of 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, stringer and support frame Formation cross-section are the hollow structure of rectangle.
Further, the length of the side form plate unit is 6m.
Compared with prior art, the beneficial technical effect of the utility model is as follows:
(1) the side form plate unit of the utility model is process using the steel plate factory regularization of wall thickness 8mm or more, material
Rigidity is big, is unlikely to deform.
(2) the side template element length of the utility model is 6m, can pass through the reserved connection in bottom between side form plate unit
Point assembled installation, quick construction, positioning are quasi-, can not only improve the apparent mass of municipal administration synthesis pipe gallery concrete, Er Qieneng
It is enough to repeat to have enough to meet the need, the utilization rate of steel form is improved, construction cost is saved.
(3) the column bottom end of the side template of the utility model is equipped with the walking mechanism of detachable connection, facilitates steel form
Longitudinal movement, improve construction efficiency.
Detailed description of the invention
Fig. 1 is side form plate unit in the combined steel template for municipal administration synthesis pipe gallery of an embodiment of the present invention
Structural schematic diagram;
Fig. 2 is the punching block plate unit of the combined steel template for municipal administration synthesis pipe gallery of an embodiment of the present invention
Structural schematic diagram;
Fig. 3 is walked in the application method for the combined steel template for municipal administration synthesis pipe gallery of an embodiment of the present invention
Rapid one with reference to figure;
Fig. 4 is walked in the application method for the combined steel template for municipal administration synthesis pipe gallery of an embodiment of the present invention
Rapid two with reference to figure
In figure:
11- top template, 12- column, 13- collet, the longitudinal direction 14- flitch, 15- steel pipe stull;21- top panel, 22- support rod
Part;30- horizontal support elements;The above 50cm side wall of 40- bottom plate;50- steel pipe lock;60- split bolt.
Specific embodiment
Below in conjunction with the drawings and specific embodiments to the utility model proposes the combined steel for municipal administration synthesis pipe gallery
Template is described in further detail.According to following explanation and claims, will be become apparent from feature the advantages of the utility model.
It should be noted that attached drawing is all made of very simplified form and using non-accurate ratio, only conveniently, lucidly to assist
Illustrate the purpose of the utility model embodiment.For sake of convenience, the upper and lower side of "upper" described below, "lower" and attached drawing
To consistent, but this can't be the limitation of technical solutions of the utility model.
Embodiment one
The combined steel template for municipal administration synthesis pipe gallery of the utility model is described in detail below with reference to Fig. 1 to Fig. 4
Composition.
As shown in Figures 1 to 4, present embodiment discloses a kind of combined steel templates for municipal administration synthesis pipe gallery, including
At least two groups punching block plate unit (not shown) 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 in backform plate unit two sides and pass 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 bottom of the lower section of plate unit, column 12 is equipped with walking mechanism (not shown), and walking mechanism is able to 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 formwork way corresponding with the selection of the spacing of building enclosure, according to
Usual manner construction only can be carried out single side formwork now due to operating space if spacing is smaller therebetween, 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, causes side wall mixed
The apparent mass for coagulating soil is poor.When spacing between the two 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 waterproof performance of structure and the apparent mass of concrete.
For foregoing problems, the utility model pours municipal administration synthesis pipe gallery " day in the form of two-step method step-by-step construction
Font " 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, second will
Remaining side wall and top plate are constructed using knockdown steel form, to effectively improve concrete apparent mass, are avoided using to drawing
Screw rod enhances waterproof effect, to achieve the purpose that improve construction efficiency and improve construction quality.
Preferably, walking mechanism is movable pulley, the detachable installation of the movable pulley as walking mechanism in order to draw materials conveniently
In on the column 12 of side form plate unit.When side form plate unit is mobile, the installation of 12 bottom end of column be can be in power drive
The walking mechanism of lower movement, side form plate unit installation and when concreting, the installation of 12 bottom end of column is collet 13, collet
13 can be used as the support of side template, after collet 13 is removed, can be used as the jacking operating space for changing side template cell height.
Column 12 is made by the steel pipe that diameter is 48mm.
Particularly, side form plate unit includes top panel 21, supporting rod 22 and collet 13, and top panel 21 is 8mm thick
Steel plate is made, main rib, secondary rib and the diagonal brace that supporting rod 22 is made for 8# channel steel, the i.e. crossbeam of supporting rod 22,
Stringer and support frame Formation cross-section are the hollow structure of rectangle.
Preferably, steel form reserved location change in size is more in view of municipal administration synthesis pipe gallery chamber structure size is different, top
Template 11 is the bamboo slab rubber with a thickness of 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 that the crossbeam of the 10# channel steel production of lower part and spacing 300mm are vertically spread
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 utility model additionally provides the combined steel template for municipal administration synthesis pipe gallery
Application method, municipal administration synthesis pipe gallery are " font of falling day " single box double room structure, and the municipal administration synthesis pipe gallery is divided into several construction sections
It is continuously constructed, each construction section is constructed in two times, is included the following steps:
Step 1: the set shaped steel formwork of the above 50cm side wall 40 of mounting base, integration pour bottom plate and bottom plate or more
50cm side wall 40;
Step 2: installing several length is 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 arranged 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 that diameter is 50mm, sizing
The lower part of steel form is fixed by steel pipe stull 15, to guarantee normally pouring for the above 50cm side wall of bottom plate.
Particularly, side wall template includes intermediate internal partition wall template and inner side of outer wall template, wherein intermediate internal partition wall template is logical
It crosses the split bolt 60 that plastics through diameter is 14mm to reinforce, to realize reuse, the every side of spiro rod length is than corresponding
The long 30cm of wall thickness.
In conclusion the combined steel template provided by the embodiment of the utility model for municipal administration synthesis pipe gallery and traditional
Plank sheathing, which is compared, has following advantage:
(1) side form plate unit is process using the steel plate factory regularization of wall thickness 8mm or more, 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 quasi-, 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 mention
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, mentions
High construction efficiency.
Foregoing description is only the description to the utility model preferred embodiment, not to any limit of the scope of the utility model
Fixed, any change, the modification that the those of ordinary skill in the utility model field does according to the disclosure above content belong to right and want
Seek the protection scope of book.
Claims (6)
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
Direction at least two groups punching block plate unit arranged side by side, the punching block plate unit includes backform plate unit and side form plate unit, institute
Side template cell distribution is stated to connect in the two sides of the backform plate unit and by horizontal support elements 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 is able to drive the side form plate unit along municipal administration synthesis pipe gallery under power drive
Longitudinal direction it is mobile.
2. being 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. being 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 rod and collet composition.
4. being 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
With a thickness of the bamboo slab rubber of 15mm, the bamboo slab rubber is layed on longitudinal flitch, and the longitudinal direction flitch is vertically layed in the level
On supporting member.
5. being 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, stringer and support frame Formation cross-section be rectangle hollow structure.
6. being 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.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820097588.0U CN208121804U (en) | 2018-01-19 | 2018-01-19 | A kind of combined steel template for municipal administration synthesis pipe gallery |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201820097588.0U CN208121804U (en) | 2018-01-19 | 2018-01-19 | A kind of combined steel template for municipal administration synthesis pipe gallery |
Publications (1)
Publication Number | Publication Date |
---|---|
CN208121804U true CN208121804U (en) | 2018-11-20 |
Family
ID=64206112
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201820097588.0U Active CN208121804U (en) | 2018-01-19 | 2018-01-19 | A kind of combined steel template for municipal administration synthesis pipe gallery |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN208121804U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108265749A (en) * | 2018-01-19 | 2018-07-10 | 上海建工四建集团有限公司 | A kind of combined steel template and application method for municipal administration synthesis pipe gallery |
-
2018
- 2018-01-19 CN CN201820097588.0U patent/CN208121804U/en active Active
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN108265749A (en) * | 2018-01-19 | 2018-07-10 | 上海建工四建集团有限公司 | A kind of combined steel template and application method for municipal administration synthesis pipe gallery |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN102561681B (en) | Casting molding template and casting molding process for constructional columns of infilled walls | |
CN108265749A (en) | A kind of combined steel template and application method for municipal administration synthesis pipe gallery | |
CN107327050B (en) | Disassembly-free basement exterior wall flanging unilateral formwork supporting device and construction method | |
CN110158394B (en) | Joint-cutting-free construction structure of concrete super-flat terrace | |
CN110761402A (en) | Concrete pouring construction method for hysteresis synchronization construction of same floor of building floor slab | |
CN206438529U (en) | Beam and slab type raft foundation formwork support structure | |
CN208121804U (en) | A kind of combined steel template for municipal administration synthesis pipe gallery | |
CN112709430A (en) | Template device based on BIM | |
CN107916677A (en) | Piping lane construction formwork system and its construction method | |
CN114575593A (en) | Adjustable plate buckling formwork support frame for super-load small-clearance beam and construction method thereof | |
CN109518938A (en) | Steel formwork system without split bolts and using method thereof | |
CN106968366B (en) | Construction method for pouring constructional column without dismantling formwork | |
CN210289118U (en) | Tower concrete structure sharp roof template system | |
CN203429868U (en) | Construction structure of unbonded pre-stressed cast-in-place reinforced concrete hollow slabs | |
CN217734853U (en) | Adjustable plate buckling template support frame for super-load small-clear-distance beam | |
CN202596161U (en) | Combined formwork device of HR heavy type gantry and reinforced concrete temporary structural column | |
CN105442737A (en) | Novel composite heat insulation floor board and construction method thereof | |
CN115075613B (en) | Assembled building supporting system and construction method thereof | |
CN102691409A (en) | HR (height regulation) heavy portal frame and temporary reinforced concrete column jointed formwork erecting device and construction method | |
CN214530768U (en) | Cast-in-place utility tunnel template bearing structure | |
CN214219929U (en) | Unilateral formwork reinforced structure of basement outer wall | |
CN209443767U (en) | Steel template system without split bolts | |
CN212689559U (en) | Concrete pouring template with thin-wall structure | |
CN207727843U (en) | A kind of glomeration assembled architecture collar tie beam | |
CN203531380U (en) | Size-adjustable formwork system with local supports arranged bellow beam and no support arranged below plate |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |