CN207659914U - The narrow body wave wall template of L-type - Google Patents
The narrow body wave wall template of L-type Download PDFInfo
- Publication number
- CN207659914U CN207659914U CN201721697022.3U CN201721697022U CN207659914U CN 207659914 U CN207659914 U CN 207659914U CN 201721697022 U CN201721697022 U CN 201721697022U CN 207659914 U CN207659914 U CN 207659914U
- Authority
- CN
- China
- Prior art keywords
- component
- side support
- type
- support plate
- wave wall
- 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
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/11—Hard structures, e.g. dams, dykes or breakwaters
Landscapes
- Revetment (AREA)
Abstract
The narrow body wave wall template of the utility model L-type is related to hydraulic engineering field.Its purpose is to provide a kind of reduction project cost, speed up the work, improve structural strength, reduce the narrow body wave wall template of cost, the L-type of easy construction.The narrow body wave wall template of the utility model L-type, including several pieces of templates, template includes the first collateral support component and the second side support component, first collateral support component and the second side support component are arranged two opposite flanks, it is connected with the first connection component and the second connection component between first collateral support component and the second side support component, first collateral support component, the second side support component, first connection component, second connection component surrounds the trough body structure of top surface opening with ground, first collateral support component includes the first side support plate, the second side support component includes the second side support plate, first side support plate and the second side support plate, which extend to side, makes the first collateral support component and the second side support component form L-type structure.
Description
Technical field
The utility model is related to hydraulic engineering fields, more particularly to a kind of narrow body wave wall template of L-type.
Background technology
The work progress of domestic common sloping breakwater section configuration has fairly large at present, disappears for sloping breakwater material
Big problem is consumed, relative to traditional ramp type bank protection structure form, the narrow body bank protection structure of L-type of optimization can reduce part work
It measures, and then reduces project cost.But because the narrow body wave wall structure of L-type is thin, and height higher is made troubles to construction.Simultaneously
Consider in concrete works, template has larger impact for the expense of concrete works, the speed of construction.According to both domestic and external
Analysis of statistical data shows that form work engineering expense generally accounts for about 25%~35% or so of concrete total cost.Therefore, to template
Structure type, using material, mounting and dismounting method and striking time and the number of turnover, should all carefully study, to save former material, drop
Low project cost accelerates engineering construction speed, improves construction quality.
In concrete placement, concrete generates lateral pressure to template, and lateral pressure is determined by two factors：At the beginning of concrete
Solidifying time and concreting speed, so, concrete initial set time and concreting speed become determining concrete to mould
The key of the lateral pressure size of plate.Since the two parameter fluctuations are especially big, the concrete initial set time is according to temperature fluctuation, coagulation
Native speed of perfusion can be fluctuated in 0.1m/h~40m/h, so big gap, most important to the design of template, this is also exactly high
The major reason that formwork easily collapses, therefore, the ability that template bears lateral pressure are that the whether qualified effective key of template refers to
Mark.
Utility model content
The technical problem to be solved by the present invention is to provide a kind of reduction project cost, speeds up the work, improves knot
Structure intensity reduces the narrow body wave wall template of cost, the L-type of easy construction.
The narrow body wave wall template of the utility model L-type, including several pieces of templates, the template include the first collateral support component
With the second side support component, the first collateral support component and the second side support component are arranged in two opposite flanks, institute
It states and is connected with the first connection component and the second connection component between the first collateral support component and the second side support component, it is described
First collateral support component, the second side support component, first connection component, second connection component and ground surround
The trough body structure of top surface opening,
The first collateral support component includes the first side support plate, and the second side support component includes the second side support
Plate, first side support plate and second side support plate, which extend to side, makes the described first collateral support component and described the
Two collateral support components form L-type structure, the first collateral support component, the second side support component, the first connection group
Part, second connection component surround the cavity body structure that section is L-type, and cast concrete formation L-type is narrow in the cavity body structure of L-type
Body wave wall.
The narrow body wave wall template of the utility model L-type, wherein the first collateral support component and the second side support component are also
Including several support shutterings, the support shuttering is arranged upwards in turn along first side support plate and/or the second side support plate
Row connection.
The narrow body wave wall template of the utility model L-type, wherein being equipped with web beam, the reinforcement between the support shuttering
Crossbeam is fixedly connected with two adjacent support shutterings.
The narrow body wave wall template of the utility model L-type, wherein first side support plate and the second side support plate phase
For the oppositely extending formation strengthening portion of the widthwise edge of the L-type structure.
The narrow body wave wall template of the utility model L-type, wherein first connection component and the second connection component packet
Several connecting plates are included, connecting cross beam is connected between the two neighboring connecting plate.
The narrow body wave wall template of the utility model L-type, wherein the first collateral support component and first connection component,
It is connected with interconnection component between second connection component, the second side support component and first connection component,
It is connected with interconnection component between second connection component.
The narrow body wave wall template of the utility model L-type, wherein tension device is connected on first connection component, it is described tight
Prop one end fixes on the ground, the other end is connected on first connection component.
The narrow body wave wall template of the utility model L-type, wherein the tension device includes nervous steel cable and protective jacket, it is described anti-
Sheath is set on nervous steel cable.
The narrow body wave wall template of the utility model L-type, wherein being connected in first side support plate and the second side support plate
There are reinforced support, reinforced support to fix on the ground.
The narrow body wave wall template of the utility model L-type, wherein being connected in first side support plate and the second side support plate
Have to enclose and covers crossbeam.
The narrow body wave wall template difference from prior art of the utility model L-type is：The narrow body gear of the utility model L-type
Unrestrained wall form, including several pieces of templates, template include the first collateral support component and the second side support component, the first collateral support component
It is arranged with the second side support component and is connected between two opposite flanks, the first collateral support component and the second side support component the
One connection component and the second connection component, the first connection component and the second connection component are also disposed at two opposite sides.The
Side support component, the second side support component, the first connection component, the second connection component surround the groove body of top surface opening with ground
Structure, concrete material are filled cast from opening, facilitate construction；
First collateral support component includes the first side support plate, and the second side support component includes the second side support plate, the first side
Support plate and the second side support plate, which extend to side, makes the first collateral support component and the second side support component form L-type structure；
First side support plate is identical with the structure of the second side support plate, the shape and structure and ruler of the first side support plate and the second side support plate
It is very little to be designed and adjust according to actual needs；
It is L-type that first collateral support component, the second side support component, the first connection component, the second connection component, which surround section,
Cavity body structure, assembling reinforcement, cast concrete, Formation cross-section are the narrow body wave wall structure of L-type in the cavity body structure of L-type,
It is adapted with reinforcing bar and concrete construction process, convenient for reinforcing bar binding and installation, concreting and maintenance；First side support plate
The lateral cavity of L-type structure, lateral cavity are cooperatively formed with the second side support plate and the first connection component and the second connection component
Interior fill concrete pours into a mould the transversary to form L-type wave wall, and the transversary of L-type wave wall is used for supporting L-type wave wall
The narrow body structure of vertical direction, transversary are used for reinforcing the stability of the narrow body structure of L-type wave wall；
It is formed by template splicing, simple installation, ensures construction safety at convenient disassembly, the narrow body gear wave of the L-type poured into a mould
Wall, panel is smooth, bright and clean, and seam is tight, not spillage；Difficulty of construction reduces, and security risk reduces, and construction efficiency improves, effectively
It solves the cross jamming of work progress, forms construction flow process, template layer height is more reasonable, reduces overmolded number, carries
High construction efficiency and concrete apparent mass, are suitable for the narrow body wave wall construction of the larger L-type of apparent size, and template can also splice
The cavity of stroke other shapes, the scope of application are wider.
The narrow body wave wall template of the L-type of the utility model is described further below in conjunction with the accompanying drawings.
Description of the drawings
Fig. 1 is the overall structure diagram of the narrow body wave wall template of the utility model L-type；
Fig. 2 is the first collateral support component (or the second side support component) of the narrow body wave wall template of the utility model L-type
Partial structural diagram；
Fig. 3 is the first collateral support component (or the second side support component) of the narrow body wave wall template of the utility model L-type
Integral connection structure schematic diagram；
Fig. 4 encloses the structural schematic diagram for covering crossbeam for the narrow body wave wall template of the utility model L-type；
Fig. 5 is the first collateral support component (or the second side support component) of the narrow body wave wall template of the utility model L-type
Partial structural diagram；
Fig. 6 is the first collateral support component (or the second side support component) of the narrow body wave wall template of the utility model L-type
Partial structural diagram；
Fig. 7 is the structural schematic diagram of the web beam of the narrow body wave wall template of the utility model L-type；
Fig. 8 is the structural schematic diagram of the interconnection component of the narrow body wave wall template of the utility model L-type；
Fig. 9 is the structural schematic diagram of the interconnection component of the narrow body wave wall template of the utility model L-type；
Figure 10 is the structural schematic diagram of the interconnection component of the narrow body wave wall template of the utility model L-type；
Figure 11 is the structural schematic diagram of the connecting plate of the narrow body wave wall template of the utility model L-type；
Figure 12 is the structural schematic diagram of the connecting cross beam of the narrow body wave wall template of the utility model L-type.
Attached drawing marks：1, the first collateral support component；2, the first connection component；3, tension device；4, reinforced support；5, the first side
Support plate；6, support shuttering；7, web beam；8, interconnection component；9, the first connector；10, the second connector；11, even
Fishplate bar；12, connecting cross beam；13, third connector；14, locking plug template；15, it encloses and covers crossbeam.
Specific implementation mode
In conjunction with shown in Fig. 1-Figure 12, the narrow body wave wall template of the utility model L-type, including several pieces of templates, template include
First collateral support component 1 and the second side support component, the first collateral support component 1 and the setting of the second side support component are opposite at two
Side is connected with the first connection component 2 and the second connection component between the first collateral support component 1 and the second side support component, the
One connection component 2 and the second connection component are also disposed at two opposite sides.First collateral support component 1, the second side support group
Part, the first connection component 2, the second connection component and ground surround the trough body structure of top surface opening, and concrete material is from opening
It is filled cast, facilitates construction.
First collateral support component 1 include the first side support plate 5, the second side support component include the second side support plate, first
Side support plate 5 and the second side support plate, which extend to side, makes the first collateral support component 1 and the second side support component form L-type knot
Structure.First side support plate 5 is identical with the structure of the second side support plate, the shape knot of the first side support plate 5 and the second side support plate
Structure and size can be designed and adjust according to actual needs.
It is L that first collateral support component 1, the second side support component, the first connection component 2, the second connection component, which surround section,
The cavity body structure of type, assembling reinforcement, cast concrete, Formation cross-section are the narrow body wave wall knot of L-type in the cavity body structure of L-type
Structure is adapted with reinforcing bar and concrete construction process, convenient for reinforcing bar binding and installation, concreting and maintenance.First is collateral
Fagging 5 and the second side support plate cooperatively form the lateral cavity of L-type structure with the first connection component 2 and the second connection component, horizontal
Into cavity, fill concrete pours into a mould the transversary to form L-type wave wall, and the transversary of L-type wave wall is used for supporting L-type
The narrow body structure of wave wall vertical direction, transversary are used for reinforcing the stability of the narrow body structure of L-type wave wall.
The narrow body wave wall template of the utility model L-type, is formed, simple installation, convenient disassembly, guarantee are applied by template splicing
Work safety, the narrow body wave wall of L-type poured into a mould, panel is smooth, bright and clean, and seam is tight, not spillage；Difficulty of construction reduces, peace
Full blast nearly reduces, and construction efficiency improves, and efficiently solves the cross jamming of work progress, forms construction flow process, template point
Layer height is more reasonable, reduces overmolded number, improves construction efficiency and concrete apparent mass, is suitable for the larger L of apparent size
The narrow body wave wall construction of type, template can also splice the cavity of stroke other shapes, and the scope of application is wider.
Wherein, the first collateral support component 1 and the second side support component can be oppositely arranged in parallel, can also be set as two at
The opposite face of certain angle, similarly, the first connection component 2 and the second connection component can be oppositely arranged in parallel, it is possible to have
Certain angle；Irregular cavity body structure is formed, cast forms irregular narrow body wave wall, the plate construction and peace of template
Assembling structure is designed all in accordance with the shape and structure of the narrow body wave wall of the L-type of needs.
In conjunction with shown in Fig. 1-Fig. 4, the first collateral support component 1 and the second side support component further include several support shutterings 6,
Support shuttering 6 arranges connection upwards in turn along the first side support plate 5 and/or the second side support plate, and support shuttering 6 is connect with first
Component 2 and the second connection component cooperatively form the cavity of the vertical direction of L-type, and the materials such as reinforcing bar, concrete are filled into cavity
Cast forms the narrow body of the vertical direction of wave wall.Height, width equidimension and the shape of support shuttering 6 can be according to practical need
It is adjusted.After the completion of first side support plate 5 and the second side support plate are fixed, can first to the lateral cavity of L-type structure into
Row cast, then connects support shuttering 6 in the first side support plate 5 and the second side support plate again；First side support plate 5 and second
After the completion of side support plate is fixed, support shuttering 6 can also be first installed, then poured into a mould.Support shuttering 6 can be segmented installation, L-type
The narrow body portion of the vertical direction of narrow body wave wall carries out step pouring, and casting process is easier, and construction efficiency is high, and L-type is narrow
The structural strength higher of body wave wall.
As described in Figure 7, web beam 7 is equipped between support shuttering 6, web beam 7 is fixedly connected with two adjacent supports
Template 6.Web beam 7 is detachably fixed two support shutterings 6 of connection, and the connection type of web beam 7 and support shuttering 6 can be with
Selection is threadedly coupled, convenient to be disassembled and installed to support shuttering 6, and template 6 easy to support carries out secondary use, saves construction
Cost.Web beam 7 can also be welded with support shuttering 6, connective stability higher.
The oppositely extending formation strengthening portion of first side support plate 5 and the second side support plate relative to the widthwise edge of L-type structure,
First side support plate 5 and the second side support plate form approximate trapezoid structure.First side support plate 5 and the second side support plate include square
The support portion of shape and trapezoidal interconnecting piece, rectangular support part fix on the ground, and trapezoidal interconnecting piece is connect with support shuttering 6；
One side edge length of trapezoidal interconnecting piece is significantly greater than another side, and the side of trapezoidal interconnecting piece is received upwards along rectangular support part
Contracting, makes the long side of the cavity body structure of L-type become narrow gradually from bottom to top, the structure of wave wall is made to become narrow gradually from bottom to top, improves
The stability of wave wall bottom, reduces the appearance of problem of stress concentration；With enough intensity, rigidity and stability, and
The load generated from gravity, lateral pressure and construction for reliably bearing young concrete makes template deformation control allow
In range.
As shown in figure 5, the first side support plate 5, the second side support plate, connecting plate 11 enclose the transverse direction for covering the L-type structure to be formed
Side, the first side support plate 5, the second side support plate, annular is equipped with to enclose and covers crossbeam 15 on connecting plate 11, encloses and covers crossbeam 15 and play reinforcement
The effect of support and limit, prevents the widthwise edge of L-type structure in casting process from deforming, and ensures construction precision.
As shown in fig. 6, the top of the first side support plate 5 and the second side support plate is respectively connected with locking plug template 14, plug mould
Plate 14 closes the top of template, prevents the top of template from falling into dust, sleet to the structural strength of concrete wave wall
It is interfered, improves the intensity of wave wall.
In conjunction with shown in Figure 11 and Figure 12, the first connection component 2 and the second connection component include several connecting plates 11, adjacent
It is connected with connecting cross beam 12 between two connecting plates 11.Connecting plate 11 is used for connecting the first side support plate 5 and the second side support plate,
Connecting plate 11 is also used for connecting the support shuttering 6 on the support shuttering 6 and the second side support component on the first collateral support component 1,
Ensure template splicing group l-shaped cavity body structure.
In conjunction with shown in Fig. 2-Figure 10, connected between the first collateral support component 1 and the first connection component 2, the second connection component
There is interconnection component 8, interconnection is connected between the second side support component and the first connection component 2, the second connection component
Component 8.Interconnection component 8 is used for connecting connecting plate 11 and the first side support plate 5, connecting plate 11 and the second side support plate, connects
Fishplate bar 11 has diversified forms with support shuttering 6, connecting plate 11 and locking plug template 14, interconnection component 8, is suitable for different portions
The connection of position, different structure.It is more that threaded connection, welding, fixing piece connection etc. may be used in the connection type of interconnection component 8
Kind connection type is attached, and type of attachment is various, is suitable for different construction environments.
As Figure 8-Figure 10, interconnection component 8 includes the first connector 9, the second connector 10, third connector
13, the structure type of the first connector 9, the second connector 10 and third connector 13 is designed according to actual needs, is intersected
The structure type of connection component 8 is not limited to above-mentioned three kinds of structures, can be needed to design different shapes according to structure.
Before wave wall construction, need to first build wave wall template, template installation must assure that the shape of wave wall, size and
Relative position is accurate；The support section of template is answered solid reliable；The temperature pier of overturn-preventing must be taken in template installation process
Measure, temperature pier structure include tension device 3 and reinforced support 4.
As shown in Figure 1, be connected with tension device 3 on the first connection component 2,3 one end of tension device fixes on the ground, the other end
It is connected on the first connection component 2.Tension device 3 includes that nervous steel cable and protective jacket, protective jacket are set on nervous steel cable.It is nervous
Device 3 tenses the connecting plate 11 on the first connection component 2, and then is limited to the first side support plate 5 and the second side support plate, prevents
Only template is toppled over, and improves the safety of casting process.The intensity of nervous steel cable is high, and protective jacket selects plastic material, protective jacket to rise
To antisepsis, the service life of nervous steel cable is improved, convenient for recycling, plastic material price is low, light weight, convenient for fortune
It is defeated, and reduce the pressure to template.
Reinforced support 4 is connected in first side support plate 5 and the second side support plate, reinforced support 4 fixes on the ground.Add
Strong holder 4 includes level frame and link, and level frame is parallel to ground, and level frame one end is connected in the first side support plate 5, is another
One end connection, which is enclosed, covers crossbeam 15, and link extends along level frame to the first side support plate 5 and the second side support plate, reinforced support 4
It is respectively formed triangular support with the first side support plate 5, reinforced support 4 and the second side support plate.Reinforced support 4 is to the first collateral support
The side of plate 5 and the second side support plate is supported, and is ensured the verticality of the first side support plate 5 and the second side support plate, is prevented
It tilts and causes spillage；Also reinforcement support is carried out to the first side support plate 5 and the second side support plate, ensures the chassis of entire template
Stablize.
Drainpipe is also associated on first collateral support component 1 and the second side support component, interconnection component 8 fixes draining
Pipe, drainpipe are extended downwardly from the top of the first collateral support component 1 and the second side support component, are carried out to the waste water on template top
Drainage prevents waste water from penetrating into wave wall and influences the structural strength of wave wall.
The narrow body wave wall template of the utility model L-type, installation process：
(1) template installation front surface cleaning, uniformly embrocates releasing agent, and clean to the eliminating impurities of inside cavity；
(2) template installation is carried out using crawler crane, and the measure axis of template is carried out before installing, and axial location is drawn with yarn
It is tight and fixed；
(3) the first side support plate 5 and the second side support plate are first installed, the first side support plate 5 and the second side support plate are fixed
Afterwards, connecting plate 11 is installed, above-mentioned component is fixedly connected with interconnection component 8, in the first side support plate 5 and the second side
Reinforcing bar is installed in the cavity that support plate and connecting plate 11 are encircled a city, and then carries out the cast of bottom concrete；
(4) after bottom concrete moulding by casting, support shuttering 6 is installed, it is using web beam 7 that support shuttering 6 and first is collateral
Fagging 5 and the second side support plate are fixed, and in installation connecting plate 11, are fixed with interconnection component 8, template is made to be installed to
Position, and integral reinforcing is carried out, it then cleared up, brushed, it is ready that upper layer concrete is poured into a mould；
After the height casting complete of support shuttering 6, installed plug template 14, using frustum nut by 14 bottom of locking plug template
It is fixed with bottom concrete, template is made to be installed in place, locking plug template 14 installs connecting plate 11 after installing, and carries out integral reinforcing,
Then it cleared up, brushed, it is ready that upper layer concrete is poured into a mould.
Concrete placement：The blanking height of concrete must not exceed 2m, when more than 2m, is poured with string bucket, prevents from mixing
Solidifying soil isolation.Concrete cast will construct in a predetermined order, pour into a mould one grade of a floor height and thickness at abutment joint in advance
The mortar of 20~30mm thickness should be understood that respective range of vibrating, control fall grey thickness per bit manipulation work, and every layer must not exceed
500mm, when caisson concrete is poured into from top layer about 1500mm, the appropriate water consumption for reducing concrete or the reduction ratio of mud,
Using secondary vibration measure, secondary press polish is carried out, prevents loose top.
Template installation process and dismounting are noted that metal connecting piece or anchoring piece in template, should be wanted by as defined in drawing
It asks and is dismantled or blocked, and do not damage concrete, concrete is not damaged in loosening and dismounting；Remain its table
Face is smooth, shape is accurate, not spillage, there is enough strength and stiffness；All seams all should be located at level by consistent form
Or on vertical plane, seam should tight, not spillage；Template surface must be cleaned out, and have the steel form of rust staining that must derust polishing,
Template should thoroughly be coated with releasing agent, remover or other comparable substitutes before use, should have the performance for being easy to demoulding, and
Keep concrete non-discolouring, disables used oil；Closing and anti-corrosion should be removed and be carried out to reinforcing bar, ironware that working measure leaves etc., in advance
Burying ironware should insulate with reinforcement in concrete；After wave wall molding, using covering geotextiles fresh water humidity maintenance, curing time exists
It carries out after form removal and is responsible for by special messenger immediately, keep concrete surface moisture and must not be less than 14 days.
Embodiment described above is only that preferred embodiments of the present invention are described, not to this practicality
Novel range is defined, and under the premise of not departing from the spirit of the design of the utility model, those of ordinary skill in the art are to this
The various modifications and improvement that the technical solution of utility model is made should all fall into the protection of the utility model claims book determination
In range.
Claims (10)
1. a kind of narrow body wave wall template of L-type, it is characterised in that：Including several pieces of templates, the template includes the first collateral support
Component and the second side support component, the first collateral support component and the second side support component are arranged two opposite sides
Face is connected with the first connection component and the second connection group between the first collateral support component and the second side support component
Part, the first collateral support component, the second side support component, first connection component, second connection component with
Ground surrounds the trough body structure of top surface opening,
The first collateral support component includes the first side support plate, and the second side support component includes the second side support plate, institute
State the first side support plate and second side support plate makes the described first collateral support component and the second side to side extension
Support component forms L-type structure, the first collateral support component, the second side support component, first connection component, institute
It states the second connection component and surrounds the cavity body structure that section is L-type, cast concrete forms the narrow body gear of L-type in the cavity body structure of L-type
Unrestrained wall.
2. the narrow body wave wall template of L-type according to claim 1, it is characterised in that：The first collateral support component and
Two collateral support components further include several support shutterings, and the support shuttering is collateral along first side support plate and/or second
Fagging arranges connection upwards in turn.
3. the narrow body wave wall template of L-type according to claim 2, it is characterised in that：It is equipped with and adds between the support shuttering
Deck transverse, the web beam are fixedly connected with two adjacent support shutterings.
4. the narrow body wave wall template of L-type according to claim 1, it is characterised in that：First side support plate and described
Oppositely extending formation strengthening portion of second side support plate relative to the widthwise edge of the L-type structure.
5. the narrow body wave wall template of L-type according to claim 1, it is characterised in that：First connection component and described
Second connection component includes several connecting plates, and connecting cross beam is connected between the two neighboring connecting plate.
6. the narrow body wave wall template of L-type according to claim 1, it is characterised in that：The first collateral support component and institute
It states and is connected with interconnection component between the first connection component, second connection component, the second side support component and institute
It states and is connected with interconnection component between the first connection component, second connection component.
7. the narrow body wave wall template of L-type according to claim 1, it is characterised in that：It is connected on first connection component
There is tension device, described tension device one end fixes on the ground, the other end is connected on first connection component.
8. the narrow body wave wall template of L-type according to claim 7, it is characterised in that：The tension device includes nervous steel cable
And protective jacket, the protective jacket are set on nervous steel cable.
9. the narrow body wave wall template of L-type according to claim 1, it is characterised in that：First side support plate and second
Reinforced support is connected in side support plate, reinforced support fixes on the ground.
10. the narrow body wave wall template of L-type according to claim 1, it is characterised in that：First side support plate and second
It is connected with to enclose in side support plate and covers crossbeam.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721697022.3U CN207659914U (en) | 2017-12-08 | 2017-12-08 | The narrow body wave wall template of L-type |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721697022.3U CN207659914U (en) | 2017-12-08 | 2017-12-08 | The narrow body wave wall template of L-type |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207659914U true CN207659914U (en) | 2018-07-27 |
Family
ID=62939788
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721697022.3U Active CN207659914U (en) | 2017-12-08 | 2017-12-08 | The narrow body wave wall template of L-type |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207659914U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114922186A (en) * | 2022-06-13 | 2022-08-19 | 中交四航局第二工程有限公司 | Large-diameter arc overhanging type breast wall template system and construction method |
-
2017
- 2017-12-08 CN CN201721697022.3U patent/CN207659914U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114922186A (en) * | 2022-06-13 | 2022-08-19 | 中交四航局第二工程有限公司 | Large-diameter arc overhanging type breast wall template system and construction method |
| CN114922186B (en) * | 2022-06-13 | 2023-11-21 | 中交四航局第二工程有限公司 | Large-diameter arc overhanging type breast wall template system and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106088530B (en) | Large area method for constructing terrace | |
| CN106836238B (en) | Construction method and structure for replacing support of vertical rib plate of drop-type deep foundation pit | |
| CN107574762A (en) | A kind of construction method for strengthening Cast-in-situ Beam 0# block construction qualities | |
| CN102900230B (en) | Liftable reinforced concrete post-casting strip construction method | |
| CN105275097A (en) | A post-cast strip water-stop steel plate and demolition-free template net installing method | |
| CN108979132A (en) | Floor post-cast strip template support system | |
| CN110682433A (en) | Prefabricated stand column construction scheme | |
| CN109208632A (en) | A kind of precast hollow module block type concrete retaining wall | |
| CN102277963B (en) | Structure for preventing pre-cast concrete from overflowing into post-cast strip | |
| CN207659914U (en) | The narrow body wave wall template of L-type | |
| CN108316343A (en) | Underground pipe gallery removable support template and its construction method | |
| CN208072390U (en) | A kind of connection structure of the stake of bridge support and underwater binder | |
| CN207944339U (en) | A kind of prefabricated superposed type anti-collision wall for urban viaduct | |
| CN109881702A (en) | Tower crane foundation and construction method thereof | |
| CN109594581A (en) | Cross a river segment pipe structure and its installation method | |
| CN209538008U (en) | Plank road structure waterborne | |
| CN209066480U (en) | A kind of precast hollow module block type concrete retaining wall | |
| CN110295539A (en) | A kind of high thin-wall reinforced concrete structure and construction method of overturn-preventing | |
| CN110847065A (en) | Prefabricated assembled box channel and construction method | |
| CN217559183U (en) | Gas pipeline protection structure next to underground continuous wall | |
| CN110258514A (en) | A kind of steel of diaphram wall leads wall and its construction method | |
| CN208858150U (en) | A kind of close rib building roof mold | |
| CN208748676U (en) | Tower crane foundation structure arranged below foundation structure bottom plate | |
| CN209429284U (en) | A kind of overlength reinforced concrete water pond expansion joint processing mechanism | |
| CN208280156U (en) | The non-fully pile foundation cushion cap under precipitation state inside a kind of foundation pit |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |