CN209699446U - A kind of ripple type anti-permeation cracking-resistant formula subway side wall and its mold - Google Patents
A kind of ripple type anti-permeation cracking-resistant formula subway side wall and its mold Download PDFInfo
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- CN209699446U CN209699446U CN201921771021.8U CN201921771021U CN209699446U CN 209699446 U CN209699446 U CN 209699446U CN 201921771021 U CN201921771021 U CN 201921771021U CN 209699446 U CN209699446 U CN 209699446U
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Abstract
The utility model provides a kind of ripple type anti-permeation cracking-resistant formula subway side wall and its mold.The mold includes: bottom plate；Installation side plate, the installation side plate are set on the bottom plate；The installation side plate includes carrying on the back native side plate, meeting native side plate and two encapsulation side plates, and described to meet native side plate and the native side plate parallel interval of the back is arranged, the end face for meeting native side plate towards the back soil side plate is wave-shaped；It is described to meet native side plate between two encapsulation side plates, and the both ends of the encapsulation side plate are separately connected the native side plate of the back and meet native side plate with described；Measuring scale, the native side plate of the back are equipped with first sliding groove, and one end of the measuring scale is slidably connected with the first sliding groove, and the other end of the measuring scale is suspended at the top for meeting native side plate.Mold provided by the utility model is able to produce the subway side wall of true-to-size anti-permeation cracking-resistant.
Description
Technical field
The utility model relates to subway station side-wall technique field more particularly to a kind of ripple type anti-permeation cracking-resistant formula subway sides
Wall and its mold.
Background technique
In urban public tranlport system, subway with it safely, quickly, comfortably the advantages that, it has also become promoted city function,
Solve the problems, such as the important means of Modern City Traffic.With the quickening of Urbanization in China, transport need is expanded rapidly, city
Rail traffic has entered Rapid development stage, and subway station is as the important component in subway system；Its not only with passenger
Security relationship is close, and most technical equipment and management system in the operation of concentrated setting subway system again, therefore, ground
The safety problem and waterproof performance of iron car station concrete structure, the peace of the subway station for the underground built in particular by subsurface excavation method
Full problem and waterproof performance, often directly affect the Social benefit and economic benefit of subway system.
However, being influenced and the influence of concrete self-characteristic by the technical level of construction personnel.In metro operation rank
The concrete component cracking of section, the subway station for the underground built using subsurface excavation method is happened occasionally, and causes to shorten concrete structure
Service life, and affect the normal operation of subway, cause serious bad social influence, according to statistics, subway station leak stopping
With the expense that is blocked for later maintenance close to 5 times of construction cost.
Cause concrete cracking because being known as outside and concrete itself the aspect of property two, wherein receipts of concrete
Compression deformation is one of the principal element for causing subway station side wall to crack, and how to produce the subway side wall of crack resistence, and easily
It is precisely controlled to type structure size, has become the urgent need of subway station construction.
Therefore, it is necessary to provide a kind of ripple type anti-permeation cracking-resistant formula subway side wall and its mold solves above-mentioned technical problem.
Utility model content
The utility model provides a kind of mold of ripple type anti-permeation cracking-resistant formula subway side wall, solves the coagulation of subway side wall
Soil is easy to crack and the problem of be not easy to accurate control structure size.
In order to solve the above technical problems, the mold packet of ripple type anti-permeation cracking-resistant formula subway side wall provided by the utility model
It includes:
Bottom plate；
Installation side plate, the installation side plate are set on the bottom plate；
The installation side plate includes carrying on the back native side plate, meeting native side plate and two encapsulation side plates, described to meet native side plate and the back
Native side plate parallel interval setting, the end face for meeting native side plate towards the native side plate of the back are wave-shaped；It is described to meet native side plate position
Between two encapsulation side plates, and the both ends of the encapsulation side plate are separately connected the native side plate of the back and meet native side with described
Plate；
Measuring scale, the native side plate of the back are equipped with first sliding groove, and one end of the measuring scale and the first sliding groove are slided
Connection, the other end of the measuring scale are suspended at the top for meeting native side plate.
Preferably, the extending direction of the first sliding groove is parallel with the native extending direction of side plate of the back.
Preferably, the extending direction of the measuring scale and the extending direction of the first sliding groove are perpendicular.
Preferably, described to meet native side plate equipped with second sliding slot, the mold further includes calibrated ruler, the calibrated ruler and institute
It states second sliding slot to be slidably connected, the calibrated ruler is equipped with the first calibration pointer and the second calibration pointer, first school
There are preset spacing between quasi- pointer and the second calibration pointer.
Preferably, the extending direction of the second sliding slot is parallel with the extending direction for meeting native side plate.
Preferably, the extending direction of the calibrated ruler and the extending direction of the second sliding slot are perpendicular.
Preferably, the bottom end for carrying on the back native side plate is fixedly connected with the bottom plate, in two encapsulation side plates, wherein
One encapsulation side plate is fixedly connected with the bottom plate.
Preferably, the mold further includes first hydraulic cylinder, and one end of the first hydraulic cylinder is connect with the bottom plate, institute
It states the other end of first hydraulic cylinder and described to meet native side plate inconsistent.
Preferably, the mold further includes second hydraulic cylinder, and one end of the second hydraulic cylinder is connect with the bottom plate, institute
The other end and the encapsulation side plate described in another for stating second hydraulic cylinder are inconsistent.
In order to solve the above technical problems, the utility model also provides a kind of ripple type anti-permeation cracking-resistant formula subway side wall, including
Substrate layer and corrugated sheet, the substrate layer and the corrugated sheet are integrally formed；
The ripple type anti-permeation cracking-resistant formula subway side wall uses the mold pouring molding.
In the mold of ripple type anti-permeation cracking-resistant formula subway side wall provided by the utility model, installation side plate includes carrying on the back native side
Plate meets native side plate and two encapsulation side plates, and the end face for meeting native side plate towards the native side plate of the back is wave-shaped；To realize
Native side subway side wall wave-shaped is met in production, using the design wave-shaped of native side is met, can be effectively reduced by concrete
Crack caused by shrinking greatly improves the anti-permeation cracking-resistant performance of subway station side wall.
Further, it carries on the back native side plate and is equipped with first sliding groove, one end and the first sliding groove of measuring scale are slidably connected, measuring scale
The other end be suspended at the top for meeting native side plate.Measuring scale is equipped with graduation mark, can be before side wall pours, to the native side of back
Plate and the spacing met between native side side plate are checked, and in order to before pouring, adjust the position of installation side plate, raising pours side
The precision of the structure size of wall.Also the size of side wall can be checked, facilitated to side wall after side wall pouring molding
Effect is poured to be examined and evaluated；To realize the structure size for being accurately controlled side wall.
Detailed description of the invention
Fig. 1 is the top view of the mold of ripple type anti-permeation cracking-resistant formula subway side wall provided by the utility model；
Fig. 2 is that mold one shown in FIG. 1 uses scene figure；
Fig. 3 is the portion A shown in Fig. 2 enlarged drawing；
Fig. 4 is the front view after the dismounting encapsulation side plate of mold shown in Fig. 2；
Fig. 5 is the portion B shown in Fig. 4 enlarged drawing；
Fig. 6 is the structural schematic diagram of ripple type anti-permeation cracking-resistant formula subway side wall provided by the utility model.
Drawing reference numeral:
The mold of 100- ripple type anti-permeation cracking-resistant formula subway side wall；
1- bottom plate, 2- installation side plate, 3- measuring scale, 4- calibrated ruler, 5- first calibrate pointer, 6- second calibrates pointer, 7-
First hydraulic cylinder, 8- second hydraulic cylinder；
21- carries on the back native side plate, 22- meets native side plate, 23- encapsulation side plate, 24- first sliding groove, 25- second sliding slot；
200- ripple type anti-permeation cracking-resistant formula subway side wall, 9- substrate layer, 9a- corrugated sheet.
The embodiments will be further described with reference to the accompanying drawings for the realization, functional characteristics and advantage of the utility model aim.
Specific embodiment
Following will be combined with the drawings in the embodiments of the present invention, and technical solution in the embodiment of the present invention carries out clear, complete
Site preparation description, it is clear that described embodiment is only a part of the embodiments of the present invention, instead of all the embodiments.Base
Embodiment in the present invention, it is obtained by those of ordinary skill in the art without making creative efforts it is all its
His embodiment, shall fall within the protection scope of the present invention.
The utility model provides a kind of mold 100 of ripple type anti-permeation cracking-resistant formula subway side wall.
Fig. 1-5 is please referred to, in one embodiment of this invention, the mold of ripple type anti-permeation cracking-resistant formula subway side wall
100 include:
Bottom plate 1；
Installation side plate 2, the installation side plate 2 are set on the bottom plate 1；
The installation side plate 2 includes carrying on the back native side plate 21, meeting native side plate 22 and two encapsulation side plates 23, described to meet native side plate 22
It is arranged with native 21 parallel interval of side plate of the back, the end face for meeting native side plate 22 towards the native side plate 21 of the back is wave-shaped；
It is described to meet native side plate 22 between two encapsulation side plates 23, and the both ends of the encapsulation side plate 23 are separately connected the back
Native side plate 21 meets native side plate 22 with described；
Measuring scale 3, the native side plate 21 of the back are equipped with first sliding groove 24, and one end of the measuring scale 3 and described first are slided
Slot 24 is slidably connected, and the other end of the measuring scale 3 is suspended at the top for meeting native side plate 22.
In the mold 100 of ripple type anti-permeation cracking-resistant formula subway side wall provided by the utility model, installation side plate 2 includes back soil
Side plate 21 meets native side plate 22 and two encapsulation side plates 23, described to meet native side plate 22 towards the end face for carrying on the back native side plate 21 in wave
Wave-like；It, can be effective using the design wave-shaped of native side is met to realize that native side subway side wall wave-shaped is met in production
The crack as caused by concrete shrinkage is reduced, the anti-permeation cracking-resistant performance of subway station side wall is greatly improved.
Further, it carries on the back native side plate 21 and is equipped with first sliding groove 24, one end of measuring scale 3 and the sliding of first sliding groove 24 connect
It connects, the other end of measuring scale 3 is suspended at the top for meeting native side plate 22.Measuring scale 3 is equipped with graduation mark, can pour in side wall
It before building, is checked to carrying on the back native side plate 21 and meeting the spacing between native side side plate, in order to adjust installation side plate 2 before pouring
Position, improve pour side wall structure size precision.Also the size of side wall can be answered after side wall pouring molding
Core helps that the effect that pours of side wall is examined and evaluated；To realize the structure size for being accurately controlled side wall.
Please refer to Fig. 2 and Fig. 3, the extending direction of the first sliding groove 24 and the extending direction for carrying on the back native side plate 21
It is parallel.The extending direction of the measuring scale 3 and the extending direction of the first sliding groove 24 are perpendicular.
Described to meet native side plate 22 equipped with second sliding slot 25, the mold further includes calibrated ruler 4, the calibrated ruler 4 and institute
Second sliding slot 25 to be stated to be slidably connected, the calibrated ruler 4 is equipped with the first calibration pointer 5 and the second calibration pointer 6, and described the
There are preset spacing between one calibration pointer 5 and the second calibration pointer 6.
Specifically, the end face for meeting native side plate 22 towards the native side plate 21 of the back is wave-shaped, which has multiple
Minimum point and highest point might as well define, and minimum point is to meet native side template and carry on the back the maximum position of native side form plate spacing, and highest point is
It meets native side template and carries on the back the smallest position of native side form plate spacing.
Fig. 2 and Fig. 3 are please referred to, the first calibration pointer 5 is directed toward the minimum point, and the second calibration pointer 6 is directed toward
The highest point.
Pass through the scale of the direction and measuring scale 3 of the first calibration pointer 5 and the second calibration pointer 6.
, can be on the wavy end face for meeting native side plate 22 before pouring, the adjacent minimum point in many places and highest point
Spacing, measure and check, meet the setting position and orientation of native side plate 22 to adjust.
After pouring, size review can be carried out to the corresponding pouring structure in wavy end face for meeting native side plate 22.
The extending direction of the second sliding slot 25 is parallel with the extending direction for meeting native side plate 22.The calibrated ruler 4
Extending direction and the extending direction of the second sliding slot 25 are perpendicular, to optimize structure setting, are convenient for calibrated ruler 4 and graduated scale
Use.
The bottom end for carrying on the back native side plate 21 is fixedly connected with the bottom plate 1, in two encapsulation side plates 23, wherein one
A encapsulation side plate 23 is fixedly connected with the bottom plate 1, consequently facilitating the assembling of each component of template, and help assembly precision again
Raising.
The mold 100 further includes first hydraulic cylinder 7, and one end of the first hydraulic cylinder 7 is connect with the bottom plate 1, institute
State the other end of first hydraulic cylinder 7 with it is described to meet native side plate 22 inconsistent, to realize during installation, met described in pushing tow
Native side plate 22 improves the efficiency and precision of installation.
The mold 100 further includes second hydraulic cylinder 8, and one end of the second hydraulic cylinder 8 is connect with the bottom plate 1, institute
The other end and the encapsulation side plate 23 described in another for stating second hydraulic cylinder 8 are inconsistent, to realize pushing tow during installation
The encapsulation side plate 23, improves the efficiency and precision of installation.
Fig. 2 and Fig. 6 are please referred to, in addition, the utility model also provides a kind of ripple type anti-permeation cracking-resistant formula subway side wall
200, including substrate layer 9 and corrugated sheet 9a, the substrate layer 9 and corrugated sheet 9a integrated molding；
The ripple type anti-permeation cracking-resistant formula subway side wall 200 uses the mould of the ripple type anti-permeation cracking-resistant formula subway side wall
Have 100 pouring moldings.
Wherein, the specific structure of the mold is referring to above-described embodiment, due to this ripple type anti-permeation cracking-resistant formula subway side wall 200
Using whole technical solutions of above-mentioned all embodiments, therefore at least institute brought by the technical solution with above-described embodiment
There is beneficial effect, this is no longer going to repeat them.
The production method of the ripple type anti-permeation cracking-resistant formula subway side wall 200, includes the following steps:
The bottom plate 1 of S1, the mold 100 of ripple type anti-permeation cracking-resistant formula subway side wall can be with casts in situs；It has been poured to bottom plate 1
Bi Hou, fixed set up carry on the back native side plate 21 and an encapsulation side plate 23；
S2 completes the binding of the reinforcing bar of ripple type anti-permeation cracking-resistant formula subway side wall 200, and native side plate 22 is met in installation and fixation
With encapsulation side plate 23 described in another；
S3 is carried out to native side plate 21 is carried on the back with the spacing for meeting native side plate 22 by sliding of the measuring scale 3 in first sliding groove 24
Measurement, and according to the adjustment of measurement result progress template position；
Pass through the scale of the direction and measuring scale 3 of the first calibration pointer 5 and the second calibration pointer 6；To meeting native side
On the wavy end face of plate 22, the spacing of many places adjacent minimum point and highest point is measured and is checked, according to measurement
As a result the position and orientation of the setting of native side plate 22 are met in adjustment.
S4 is poured；After pouring, by the direction of the first calibration pointer 5 and the second calibration pointer 6, and
The scale of measuring scale 3；To the corresponding pouring structure in wavy end face for meeting native side plate 22, size review is carried out.Measure wave
The size of card layer 9a.
S5 removes each template after maintenance.
The native side template of meeting of ripple type anti-permeation cracking-resistant formula subway side wall 200 is made into undaform, and binding side wall steel reinforcement cage is gone forward side by side
Row is cast-in-place, forms the subway side wall corrugated plating for meeting that native side is undaform.
The internal force due to caused by concrete shrinkage is tensile stress, and undaform moulding can preferably bear pulling force, reduces wave
The risk for meeting native side cracking of line type anti-permeation cracking-resistant formula subway side wall 200, subway side wall meets native side when pouring be ripple type, also can
It effectively avoids in subway side wall concrete maintenance processes because of concrete cracking caused by shrinkage and creep.
The above description is only the embodiments of the present invention, and therefore it does not limit the scope of the patent of the utility model, all
Equivalent structure or equivalent flow shift made based on the specification and figures of the utility model, is applied directly or indirectly in
Other relevant technical fields, are also included in the patent protection scope of the utility model.
Claims (10)
1. a kind of mold of ripple type anti-permeation cracking-resistant formula subway side wall characterized by comprising
Bottom plate；
Installation side plate, the installation side plate are set on the bottom plate；
The installation side plate includes carrying on the back native side plate, meeting native side plate and two encapsulation side plates, described to meet native side plate and the native side of the back
The setting of plate parallel interval, the end face for meeting native side plate towards the native side plate of the back are wave-shaped；It is described to meet native side plate positioned at two
Between a encapsulation side plate, and the both ends of the encapsulation side plate are separately connected the native side plate of the back and meet native side plate with described；
Measuring scale, the native side plate of the back are equipped with first sliding groove, and one end of the measuring scale is slidably connected with the first sliding groove,
The other end of the measuring scale is suspended at the top for meeting native side plate.
2. the mold of ripple type anti-permeation cracking-resistant formula subway side wall according to claim 1, which is characterized in that described first is sliding
The extending direction of slot is parallel with the native extending direction of side plate of the back.
3. the mold of ripple type anti-permeation cracking-resistant formula subway side wall according to claim 2, which is characterized in that the measuring scale
Extending direction and the first sliding groove extending direction it is perpendicular.
4. the mold of ripple type anti-permeation cracking-resistant formula subway side wall according to claim 3, which is characterized in that described to meet native side
Plate is equipped with second sliding slot, and the mold further includes calibrated ruler, and the calibrated ruler is slidably connected with the second sliding slot, the school
Object staff is equipped with the first calibration pointer and the second calibration pointer, deposits between the first calibration pointer and the second calibration pointer
In preset spacing.
5. the mold of ripple type anti-permeation cracking-resistant formula subway side wall according to claim 4, which is characterized in that described second is sliding
The extending direction of slot is parallel with the extending direction for meeting native side plate.
6. the mold of ripple type anti-permeation cracking-resistant formula subway side wall according to claim 5, which is characterized in that the calibrated ruler
Extending direction and the second sliding slot extending direction it is perpendicular.
7. the mold of ripple type anti-permeation cracking-resistant formula subway side wall according to claim 1 to 6, which is characterized in that
The bottom end for carrying on the back native side plate is fixedly connected with the bottom plate, in two encapsulation side plates, wherein an encapsulation side plate
It is fixedly connected with the bottom plate.
8. the mold of ripple type anti-permeation cracking-resistant formula subway side wall according to claim 7, which is characterized in that the mold is also
Including first hydraulic cylinder, one end of the first hydraulic cylinder is connect with the bottom plate, the other end of the first hydraulic cylinder and institute
State that meet native side plate inconsistent.
9. the mold of ripple type anti-permeation cracking-resistant formula subway side wall according to claim 8, which is characterized in that the mold is also
Including second hydraulic cylinder, one end of the second hydraulic cylinder is connect with the bottom plate, the other end of the second hydraulic cylinder and another
One encapsulation side plate is inconsistent.
10. a kind of ripple type anti-permeation cracking-resistant formula subway side wall, which is characterized in that including substrate layer and corrugated sheet, the substrate
Layer is integrally formed with the corrugated sheet；
The ripple type anti-permeation cracking-resistant formula subway side wall is poured using mold according to claim 1 to 9 and is built up
Type.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921771021.8U CN209699446U (en) | 2019-10-22 | 2019-10-22 | A kind of ripple type anti-permeation cracking-resistant formula subway side wall and its mold |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921771021.8U CN209699446U (en) | 2019-10-22 | 2019-10-22 | A kind of ripple type anti-permeation cracking-resistant formula subway side wall and its mold |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN209699446U true CN209699446U (en) | 2019-11-29 |
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ID=68651888
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921771021.8U Active CN209699446U (en) | 2019-10-22 | 2019-10-22 | A kind of ripple type anti-permeation cracking-resistant formula subway side wall and its mold |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN209699446U (en) |
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2019
- 2019-10-22 CN CN201921771021.8U patent/CN209699446U/en active Active
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