CN106499156A - The reinforcement tools and its reinforcement means of template in cast-in-place ground surface layer - Google Patents
The reinforcement tools and its reinforcement means of template in cast-in-place ground surface layer Download PDFInfo
- Publication number
- CN106499156A CN106499156A CN201610825554.4A CN201610825554A CN106499156A CN 106499156 A CN106499156 A CN 106499156A CN 201610825554 A CN201610825554 A CN 201610825554A CN 106499156 A CN106499156 A CN 106499156A
- Authority
- CN
- China
- Prior art keywords
- template
- support
- adjusting
- supporting plate
- screw rod
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F21/00—Implements for finishing work on buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04F—FINISHING WORK ON BUILDINGS, e.g. STAIRS, FLOORS
- E04F21/00—Implements for finishing work on buildings
- E04F21/20—Implements for finishing work on buildings for laying flooring
- E04F21/24—Implements for finishing work on buildings for laying flooring of masses made in situ, e.g. smoothing tools
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The present invention relates in a kind of cast-in-place ground surface layer template reinforcement tools, including：Base, end are installed with the locating part leant with template bottom, are fixedly provided with support on the base；And the adjusting part being installed on the support, the adjusting part carries out the top flange plate of template described in height regulation support along the support to adjust the absolute altitude of the top flange plate.The reinforcement tools of the present invention abut against template to limit the horizontal displacement of template by locating part, the absolute altitude for adjusting template by adjusting part so that the absolute altitude of template is the level of state, and then ensure that the flatness of facing surface.The reinforcement tools regulation of the present invention is easy to operate quick, has not only saved trouble but also laborsaving relative to the padded way of batten.And the degree of regulation of adjusting part is high, solve the problems, such as that bed course or ground are uneven and template top surface absolute altitude that cause is uneven.The reinforcement tools of the present invention are repeatable to be utilized, can be cost-effective.
Description
Technical field
The present invention relates to building field of reinforcement, refers in particular to the reinforcement tools of template and its reinforcing side in a kind of cast-in-place ground surface layer
Method.
Background technology
In the reinforcing of cast-in-place ground surface layer, prior art generally using gusseted reinforcing bar be implanted into bed course way come
If ground surface layer template, concrete structure as shown in figure 1, gusseted muscle 12 is erected in the outside of template 11, the gusseted muscle
12 is right angled triangle, and one of right-angle side is sticked in the upper surface of bed course 13, and another right-angle side is used for support shuttering
11, and the right-angle side bottom of support shuttering 11 is implanted in bed course 13, the level that can limit template 11 by gusseted muscle 12
Support action is played in displacement.When installing ground surface layer template using gusseted reinforcing bar, if the surface irregularity of bed course 13, can make
The top surface absolute altitude for obtaining template 11 is uneven, and then causes the flatness on the surface of cast-in-place ground surface layer to be difficult to control.It is live reinforcing,
Typically padded process can be carried out to template 11 using batten for solving the above problems, to adjust the absolute altitude of template 11, but using wood
The padded way of bar is bothersome and laborious.
Content of the invention
It is an object of the invention to overcoming the defect of prior art, there is provided the reinforcing work of template in a kind of cast-in-place ground surface layer
Tool and its reinforcement means, the template top surface absolute altitude injustice for solving to exist during prior art intermediate cam spacer bar supporting module cause
Facing surface flatness problem rambunctious and using the bothersome and laborious problem of the way of the padded template of batten.
The technical scheme for realizing above-mentioned purpose is：
The invention provides in a kind of cast-in-place ground surface layer template reinforcement tools, including：
Base, end are installed with the locating part leant with template bottom, are fixedly provided with support on the base；And
The adjusting part being installed on the support, the adjusting part carry out height along the support and adjust and support
The top flange plate of the template is adjusting the absolute altitude of the top flange plate.
The reinforcement tools of the present invention abut against template to limit the horizontal displacement of template by locating part, by adjusting part
The absolute altitude of adjustment template so that the absolute altitude of template is the level of state, and then ensure that the flatness of facing surface.The present invention adds
Gu instrument regulation is easy to operate quick, not only saved trouble but also laborsaving relative to the padded way of batten.And the degree of regulation of adjusting part
Height, solves the problems, such as that bed course or ground are uneven and template top surface absolute altitude that cause is uneven.The reinforcement tools of the present invention can be weighed
Multiple utilization, can be cost-effective.
In the cast-in-place ground surface layer of the present invention, the reinforcement tools of template further improvement is that, the adjusting part includes solid
The fixing nut of the support is located at, the fixing nut is screwed together in and is worn the adjusting screw rod of the support and be fixedly connected
Supporting plate in the adjusting screw rod.
In the cast-in-place ground surface layer of the present invention, the reinforcement tools of template further improvement is that, offer on the supporting plate
Through hole, and the top surface of the supporting plate through hole corresponding with bottom surface is installed with adjusting nut, the adjusting screw rod wears
The through hole is simultaneously screwed together in the corresponding adjusting nut.
In the cast-in-place ground surface layer of the present invention, the reinforcement tools of template further improvement is that, also include wearing the support
The gag lever post of plate, the gag lever post are erected on the base.
In the cast-in-place ground surface layer of the present invention, the reinforcement tools of template further improvement is that, the gag lever post supports connection
In the support.
In the cast-in-place ground surface layer of the present invention, the reinforcement tools of template further improvement is that, offer on the supporting plate
Through hole, the adjusting screw rod wear the through hole and are screwed with the attaching nut of supporting plate described in support in end.
Present invention also offers a kind of reinforcement means for applying the reinforcement tools of template in above-mentioned cast-in-place ground surface layer, bag
Include：
Install cast-in-place ground surface layer template when, lay the reinforcement tools in the outside spacers of the template；
The base of the reinforcement tools is fixed on ground or ground and pours the bed course to be formed, by the locating part
Against the support template；And
The height support for adjusting the adjusting part drives the top flange plate movement of the template to adjust the upper limb
The absolute altitude of listrium is the level of state.
In the present invention cast-in-place ground surface layer of application, the reinforcement means of the reinforcement tools of template further improvement is that, described
Adjusting part includes being fixedly arranged on the fixing nut of the support, is screwed together in the fixing nut and wears the regulation spiral shell of the support
Bar and it is fixedly connected on the supporting plate of the adjusting screw rod；
Adjusted with realizing height by rotating the adjusting screw rod, and described in the adjusting screw rod drives in rotation process
The absolute altitude that supporting plate moves up and down and then realizes adjusting the top flange plate.
In the present invention cast-in-place ground surface layer of application, the reinforcement means of the reinforcement tools of template further improvement is that, in institute
State, and the fixed adjusting nut of the through hole corresponding with bottom surface of the top surface in the supporting plate；
The adjusting screw rod is screwed togather corresponding adjusting nut and wears the through hole；
Gag lever post is erected on the base, and the gag lever post is worn the supporting plate to carry out the supporting plate
Spacing；
When rotating the adjusting screw rod, it is simultaneously relative that the supporting plate is screwed together in the adjusting screw rod by the adjusting nut
Move up and down to realize the absolute altitude for adjusting the top flange plate in the adjusting screw rod.
In the present invention cast-in-place ground surface layer of application, the reinforcement means of the reinforcement tools of template further improvement is that, in institute
State；
The adjusting screw rod is worn the through hole and is screwed togather for holding described in support in the end through the through hole
The attaching nut of supporting plate；
When rotating the adjusting screw rod, by supporting plate described in attaching nut's support driving the supporting plate upper and lower
Absolute altitude that is mobile and then realizing adjusting the top flange plate.
Description of the drawings
Fig. 1 is that ground surface layer template installs structural representation in prior art.
Structure when Fig. 2 is the first embodiment reinforcing template of the reinforcement tools of template in cast-in-place ground surface layer of the invention is shown
It is intended to.
Structure when Fig. 3 is the second embodiment reinforcing template of the reinforcement tools of template in cast-in-place ground surface layer of the invention is shown
It is intended to.
Specific embodiment
The invention will be further described with specific embodiment below in conjunction with the accompanying drawings.
The invention provides in a kind of cast-in-place ground surface layer template reinforcement tools and its reinforcement means, it is adaptable to ground face
Reinforcing when layer is poured to template, can either limit to the horizontal level of template, additionally it is possible to adjust the absolute altitude of template so that
The absolute altitude of template is the level of state, and then ensure that the flatness on the surface of the surface layer for pouring.Below in conjunction with the accompanying drawings to the present invention
In cast-in-place ground surface layer, the reinforcement tools and its reinforcement means of template are illustrated.
As shown in Fig. 2 the reinforcement tools of template include base 31 and adjusting part 32 in cast-in-place ground surface layer of the invention, should
The fixed finite place piece 311 in the end of base 31, is fixedly provided with support 312 on base 31, the bottom phase of locating part 311 and template 22
Against for limiting the horizontal displacement of template 22.Adjusting part 32 is installed on support 312, and the adjusting part 32 is adjustable
The structure of height, adjusting part 32 carries out the top flange plate 221 of height regulation support formwork 22 along support 312 should to adjust
The absolute altitude of top flange plate 221.
When carrying out ground surface layer and pouring, it will usually pour one layer of bed course 21 on ground, then then at bed course 21 it
On pour ground surface layer.So template 22 is erected on bed course 21, reinforcement tools are located at the outside of template 22, in template 22
By enclosing to form the space for pouring surface layer, reinforcement tools are fixed on bed course 21 by base 31, using locating part 311 for inner side
Against template 22, when surface layer is poured, locating part 311 can limit the horizontal displacement of template 22, meet supporting requirement.Due to pad
The construction error of layer 21 is larger, result in the surface irregularity of bed course 21, and then causes the absolute altitude of the top flange plate 221 of template 22
Injustice, and the absolute altitude of top flange plate 211 injustice can cause the surface irregularity of cast-in-place ground surface layer.The reinforcement tools of the present invention
Using the top flange plate 221 of 32 support formwork 22 of adjusting part, during the height of regulation adjusting part 32, by 32 support of adjusting part
Template 22 to lift upwards, realize the absolute altitude for adjusting top flange plate 221, until the absolute altitude of the top flange plate 221 is the level of state, enter
And can effectively ensure that the surface smoothness of ground surface layer, it is ensured that the Forming Quality of ground surface layer.
The support 312 of the present invention is installed and is fixed on base 31, and support 312 includes the pole above base 31 and tiltedly
To the strut for supporting the connection pole and base 31.Adjusting part 32 is installed on the pole of support 312, on adjusting part 32
Supporting plate 323 is located between pole and base 31.
Adjusting part 32 includes the fixing nut 321 being installed on support 312, is screwed together in fixing nut 321 and wears
The adjusting screw rod 322 of frame 312 and it is fixedly connected the supporting plate 323 of the adjusting screw rod 322.Due to adjusting screw rod 322 and fixation
Nut 321 is screwed together so that can just realize that by rotating adjusting screw rod 322 height of adjusting screw rod 322 is adjusted and (adjust
Adjusting screw rod 322 is moved up and down along support 312).Adjusted by the height of adjusting screw rod 322, realize adjusting 323 phase of supporting plate
For the height of bed course 21, during using reinforcement tools, the end of the supporting plate 323 is placed in below the top flange plate 221 of template 22,
Using adjusting screw rod 322 adjust supporting plate 323 relative to bed course 21 height when, the supporting plate 323 is placed in top flange plate 221
The end support of lower section plays top flange plate 221, and then achieves the absolute altitude for adjusting top flange plate 221, it is to avoid in template 22
The operation of the lower section chock bar of bottom wing listrium 222, and absolute altitude adjusts easy to operate, degree of regulation height.For convenience of adjusting screw rod
Rotate, the end above support 312 is located in adjusting screw rod 322 and is connected with operating handle.
In the first embodiment of the present invention, through hole, and the top surface of the supporting plate 323 and bottom on supporting plate 323, is offered
The corresponding through hole in face is installed with adjusting nut 3231, and the end of adjusting screw rod 322 is screwed together in the adjusting nut 3231 of top surface, and wears
Cross the through hole of supporting plate 323, and then be screwed together in the adjusting nut 3231 of bottom surface, by the adjusting nut 3231 of top surface and bottom surface
By clamping for supporting plate 323 on adjusting screw rod 322.Now, when adjusting screw rod 322 is rotated, supporting plate 323 can be caused with tune
Section screw rod 322 is rotated together, so when adjusting, needs the rotation for limiting supporting plate 323 manually, so that 323 energy of supporting plate
The lower section of top flange plate 221 is enough placed in, realizes that the absolute altitude of top flange plate 221 is adjusted.For avoiding limiting the trouble that brings manually,
Gag lever post 3232 is equipped with supporting plate 323, the gag lever post 3232 is erected on base 31, passed through by gag lever post 3232 and held
Supporting plate 323, supporting plate 323 can be carried out spacing, rotate adjusting screw rod 322 when, supporting plate 323 will not be rotated, and
Relative moving up and down can only be carried out along adjusting screw rod 322, it is achieved that height is adjusted, and then adjust the mark of top flange plate 221
High.Further, gag lever post 3232 support be connected to support 312, i.e. gag lever post 3232 be supported on support 312 and base 31 it
Between, by 3232 supporting support 312 of gag lever post, it is that support 312 provides certain support force, it is ensured that the stability of support 312.
As shown in figure 3, in the second embodiment of the present invention, offering through hole on supporting plate 323, adjusting screw rod 322 is worn
If through hole is simultaneously screwed with the attaching nut 3233 that support lives supporting plate 323 in end, supporting plate 323 is held on attaching nut
On 3233.Rotation adjusting screw rod 322 realizes the regulation up and down of adjusting screw rod 322, supporting plate by 3233 support of attaching nut
About 323 are adjusted, and then are achieved 323 support of supporting plate and top flange plate 221 and move up and down, and adjust the absolute altitude of top flange plate 221.
The present invention reinforcement tools use when, by reinforcement tools be spaced the outside for being laid in template 22, reinforcement tools
Be fixed on bed course 21 by base 31, then template 22 abutted against using locating part 311, prevent the lateral movement of template 22
(i.e. horizontal displacement), serves support action.Cause adjusting screw rod 322 along support about 312 using adjusting screw rod 322 is rotated
Mobile, and then moved up and down with supporting plate 323 together, the end support top flange plate 221 of supporting plate 323, and hold in the palm upper limb
Listrium 221 is moved up and down together, realizes the absolute altitude for adjusting top flange plate 221, to solve existing for 21 surface irregularity of bed course
Error problem, it is ensured that the flatness of the ground facing surface for pouring.Locating part 311 and support in the reinforcement tools of the present invention
312 adopt angle steel, and the size of angle steel is 40mm*40mm*4mm, and gag lever post 3232 adopts round steel, and the size of round steel is φ 15, bottom
Seat 31 adopts band iron, and the size of band iron is 60mm*5mm, and harness cord screw rod of the adjusting screw rod 322 using φ 10, supporting plate 323 are adopted
Square tube, the size of square tube is 30mm*30mm*1.5mm.Base 31 is fixed on bed course 21 by expansion bolt.Template 22 is adopted
Channel-section steel.The reinforcement tools of the present invention can be used repeatedly, cost-effective.
Below the reinforcement means of the reinforcement tools of template in the cast-in-place ground surface layer of present invention application is illustrated.
In the cast-in-place ground surface layer of present invention application, the reinforcement means of the reinforcement tools of template comprises the steps：
In conjunction with the template 22 of cast-in-place ground surface layer shown in Fig. 2, is installed, template 22 is erected on ground or bed course 21
Setting position, the inner side of template 22 form the casting space for pouring ground surface layer, lay in the outside spacers of template 22 and reinforce work
Tool.General ground surface construction first can pour one layer of bed course on ground, pour ground surface layer on bed course, and this pours
Bed course provide immobilizing foundation for reinforcement tools so that the fixation of reinforcement tools is more firm.If reinforcement tools are directly fixed
Be also feasible in ground, higher connected mode is simply needed so that reinforcement tools fixation.
According to the position for laying reinforcement tools, punch on ground or bed course, to dispose expansion bolt.By expansion bolt
The base 31 of reinforcement tools is fixed on ground or ground and pours the bed course 21 to be formed, the locating part 311 on base 31
The end of the bottom wing listrium 222 of template 22 is resisted against, by locating part 311 against support shuttering 22, the level of template 22 is limited
Displacement.
After all of reinforcement tools arranged on the outside of template 22 are all fixed, the regulation group of each reinforcement tools is adjusted
It is in water that the top flange plate 221 of the height support belt moving platen 22 of part 32 is moved up and down to adjust the absolute altitude of the top flange plate 221
Level state, solves the error problem that ground or 21 surface irregularity of bed course bring, by assuring that the top flange plate 221 of template 22
Grade level, ensures the flatness for pouring the ground facing surface to be formed.The concrete that ground surface layer is poured, by concrete
Laser leveling machine is flattened, and top surface of the laser leveling machine based on top flange plate 221 is flattened to the concrete of ground surface layer, institute
Ensure that 221 top surface grade level of top flange plate, it becomes possible to ensure the smooth of ground facing surface.
Adjusting part 32 includes the fixing nut 321 being installed on support 312, is screwed together in fixing nut 321 and wears
The adjusting screw rod 322 of frame 312 and it is fixedly connected the supporting plate 323 of the adjusting screw rod 322.Due to adjusting screw rod 322 and fixation
Nut 321 is screwed together so that can just realize that by rotating adjusting screw rod 322 height of adjusting screw rod 322 is adjusted and (adjust
Adjusting screw rod 322 is moved up and down along support 312).In 322 rotation process of adjusting screw rod drive supporting plate 323 move up and down into
And the absolute altitude for realizing adjusting top flange plate 221.During using reinforcement tools, the end of the supporting plate 323 is placed in the upper limb of template 22
Below listrium 221, using adjusting screw rod 322 adjust supporting plate 323 relative to bed course 21 height when, the supporting plate 323 is put
Top flange plate 221 in the end support below top flange plate 221, and then achieve the absolute altitude for adjusting top flange plate 221, it is to avoid
In the operation of the lower section chock bar of the bottom wing listrium 222 of template 22, and absolute altitude adjusts easy to operate, and degree of regulation is high.For side
Just the rotation of adjusting screw rod, is located at the end above support 312 in adjusting screw rod 322 and is connected with operating handle.
As shown in Fig. 2 the first embodiment of the present invention, opens up through hole on supporting plate 323, and in supporting plate 323
The fixed adjusting nut 3231 of top surface through hole corresponding with bottom surface；Adjusting screw rod 322 is screwed togather corresponding adjusting nut 3231 and is worn
If through hole, the end of adjusting screw rod 322 is screwed together in the adjusting nut 3231 of top surface, and the through hole through supporting plate 323, enters
And the adjusting nut 3231 of bottom surface is screwed together in, adjusted clamping for supporting plate 323 by the adjusting nut 3231 of top surface and bottom surface
On screw rod 322.Now, when adjusting screw rod 322 is rotated, supporting plate 323 can be caused to be rotated with adjusting screw rod 322 together, this
Sample needs the rotation for limiting supporting plate 323 manually, so that supporting plate 323 can be placed under top flange plate 221 when adjusting
Side, realizes that the absolute altitude of top flange plate 221 is adjusted.For avoiding limiting the trouble that brings manually, on base 31, erect gag lever post
3232, the gag lever post 3232 is worn supporting plate 323, supporting plate 323 is passed through by gag lever post 3232, can be to supporting plate 323
Carry out spacing, rotate adjusting screw rod 322 when, supporting plate 323 will not be rotated, and can only carry out along adjusting screw rod 322
Relative moves up and down, it is achieved that height is adjusted, and then adjusts the absolute altitude of top flange plate 221.Further, gag lever post 3232
Support is connected to support 312, i.e. gag lever post 3232 and is supported between support 312 and base 31, by 3232 supporting support of gag lever post
312, it is that support 312 provides certain support force, it is ensured that the stability of support 312.In the present embodiment, adjusting screw rod is rotated
When 322, supporting plate 323 is screwed together in adjusting screw rod by adjusting nut 3231 and carries out moving down relative to the adjusting screw rod 322
Move, and then supporting plate 323 is held top flange plate 221 and is lifted up, realize the absolute altitude for adjusting top flange plate 221.
As shown in figure 3, the second embodiment of the present invention, opens up through hole on supporting plate 323, adjusting screw rod 322 is worn
If through hole simultaneously screws togather the attaching nut 3233 for living supporting plate 323 for support in the end through through hole, supporting plate 323 is shelved
On attaching nut 3233.When rotation adjusting screw rod 322 realizes the regulation up and down of adjusting screw rod 322, by attaching nut
3233 supports supporting plate 323 and are moved up and down, and then achieve 323 support of supporting plate and top flange plate 221 and move up and down, and adjust upper limb
The absolute altitude of listrium 221.
The present invention is described in detail above in association with accompanying drawing embodiment, those skilled in the art can be according to upper
State bright many variations example is made to the present invention.Thus, some of embodiment details should not constitute limitation of the invention, this
Invention is by the scope defined using appended claims as protection scope of the present invention.
Claims (10)
1. in a kind of cast-in-place ground surface layer template reinforcement tools, it is characterised in that include：
Base, end are installed with the locating part leant with template bottom, are fixedly provided with support on the base；And
The adjusting part being installed on the support, the adjusting part carry out height along the support and adjust described in simultaneously support
The top flange plate of template is adjusting the absolute altitude of the top flange plate.
2. as claimed in claim 1 in cast-in-place ground surface layer template reinforcement tools, it is characterised in that the adjusting part bag
Include and be fixedly arranged on the fixing nut of the support, be screwed together in the fixing nut and wear adjusting screw rod and the fixation of the support
It is connected to the supporting plate of the adjusting screw rod.
3. as claimed in claim 2 in cast-in-place ground surface layer template reinforcement tools, it is characterised in that open on the supporting plate
Through hole is provided with, and the top surface of the supporting plate through hole corresponding with bottom surface is installed with adjusting nut, the adjusting screw rod
Wear the through hole and be screwed together in the corresponding adjusting nut.
4. as claimed in claim 3 in cast-in-place ground surface layer template reinforcement tools, it is characterised in that also include wearing described
The gag lever post of supporting plate, the gag lever post are erected on the base.
5. as claimed in claim 4 in cast-in-place ground surface layer template reinforcement tools, it is characterised in that the gag lever post is supported
It is connected to the support.
6. as claimed in claim 2 in cast-in-place ground surface layer template reinforcement tools, it is characterised in that open on the supporting plate
Through hole is provided with, and the adjusting screw rod wears the through hole and the attaching nut of supporting plate described in support is screwed with end.
7. in the cast-in-place ground surface layer described in a kind of application claim 1 reinforcement tools of template reinforcement means, its feature exists
In, including：
Install cast-in-place ground surface layer template when, lay the reinforcement tools in the outside spacers of the template；
The base of the reinforcement tools is fixed on ground or ground and pours the bed course to be formed, by the locating part against
Support the template；And
The height support for adjusting the adjusting part drives the top flange plate movement of the template to adjust the top flange plate
Absolute altitude be the level of state.
8. reinforcement means as claimed in claim 7, it is characterised in that the adjusting part includes being fixedly arranged on consolidating for the support
The adjusting screw rod that determine nut, is screwed together in the fixing nut and wears the support and it is fixedly connected on the adjusting screw rod
Supporting plate；
Adjusted with realizing height by rotating the adjusting screw rod, and the adjusting screw rod drives the support in rotation process
The absolute altitude that plate moves up and down and then realizes adjusting the top flange plate.
9. reinforcement means as claimed in claim 8, it is characterised in that open up through hole on the supporting plate, and in described
The fixed adjusting nut of the top surface of the supporting plate through hole corresponding with bottom surface；
The adjusting screw rod is screwed togather corresponding adjusting nut and wears the through hole；
Gag lever post is erected on the base, and the gag lever post is worn the supporting plate to limit the supporting plate
Position；
When rotating the adjusting screw rod, the supporting plate is screwed together in the adjusting screw rod and relative to institute by the adjusting nut
State adjusting screw rod to move up and down to realize the absolute altitude for adjusting the top flange plate.
10. reinforcement means as claimed in claim 8, it is characterised in that open up through hole on the supporting plate；
The adjusting screw rod is worn the through hole and is screwed togather for supporting plate described in support in the end through the through hole
Attaching nut；
When rotating the adjusting screw rod, by supporting plate described in attaching nut's support driving the supporting plate to move up and down
And then the absolute altitude for realizing adjusting the top flange plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610825554.4A CN106499156A (en) | 2016-09-14 | 2016-09-14 | The reinforcement tools and its reinforcement means of template in cast-in-place ground surface layer |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610825554.4A CN106499156A (en) | 2016-09-14 | 2016-09-14 | The reinforcement tools and its reinforcement means of template in cast-in-place ground surface layer |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106499156A true CN106499156A (en) | 2017-03-15 |
Family
ID=58290504
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610825554.4A Pending CN106499156A (en) | 2016-09-14 | 2016-09-14 | The reinforcement tools and its reinforcement means of template in cast-in-place ground surface layer |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106499156A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178168A (en) * | 2017-06-16 | 2017-09-19 | 中交航局第工程有限公司 | Cast-in-place surface layer formwork support process |
| CN111980338A (en) * | 2020-08-20 | 2020-11-24 | 中建八局第二建设有限公司 | Mounting structure of Z-shaped corner protector of pipe trench and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202039564U (en) * | 2011-03-30 | 2011-11-16 | 宁波市瑞通新材料科技有限公司 | Lifting die for concrete terrace construction |
| CN203021899U (en) * | 2013-01-15 | 2013-06-26 | 中冶天工上海十三冶建设有限公司 | Quick-assembling template device for concrete ground construction |
| CN203603481U (en) * | 2013-09-30 | 2014-05-21 | 中建三局建设工程股份有限公司 | Concrete floor formwork supporting and arranging tool |
| CN104032938A (en) * | 2014-06-18 | 2014-09-10 | 中国建筑第八工程局有限公司 | Flatness control structure of concrete terrace and control construction method |
| CN105735625A (en) * | 2016-03-12 | 2016-07-06 | 中天建设集团有限公司 | Side form supporting system for terrace construction |
-
2016
- 2016-09-14 CN CN201610825554.4A patent/CN106499156A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202039564U (en) * | 2011-03-30 | 2011-11-16 | 宁波市瑞通新材料科技有限公司 | Lifting die for concrete terrace construction |
| CN203021899U (en) * | 2013-01-15 | 2013-06-26 | 中冶天工上海十三冶建设有限公司 | Quick-assembling template device for concrete ground construction |
| CN203603481U (en) * | 2013-09-30 | 2014-05-21 | 中建三局建设工程股份有限公司 | Concrete floor formwork supporting and arranging tool |
| CN104032938A (en) * | 2014-06-18 | 2014-09-10 | 中国建筑第八工程局有限公司 | Flatness control structure of concrete terrace and control construction method |
| CN105735625A (en) * | 2016-03-12 | 2016-07-06 | 中天建设集团有限公司 | Side form supporting system for terrace construction |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107178168A (en) * | 2017-06-16 | 2017-09-19 | 中交航局第工程有限公司 | Cast-in-place surface layer formwork support process |
| CN107178168B (en) * | 2017-06-16 | 2019-03-29 | 中交一航局第一工程有限公司 | Cast-in-place surface layer formwork support process |
| CN111980338A (en) * | 2020-08-20 | 2020-11-24 | 中建八局第二建设有限公司 | Mounting structure of Z-shaped corner protector of pipe trench and construction method thereof |
| CN111980338B (en) * | 2020-08-20 | 2021-09-21 | 中建八局第二建设有限公司 | Mounting structure of Z-shaped corner protector of pipe trench and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN201896365U (en) | Installing and fixing device for flat plate pre-embedded piece on surface of concrete | |
| CN205676785U (en) | Leveling block formwork for placing device at the bottom of a kind of Bridge Support Replacement beam | |
| CN209129395U (en) | A kind of control device for the control of built-in fitting absolute altitude | |
| CN112127637A (en) | Construction method for pre-buried vertical component steel bars of foundation layer of fabricated building | |
| CN106499156A (en) | The reinforcement tools and its reinforcement means of template in cast-in-place ground surface layer | |
| CN205243006U (en) | Side form supports top and holds in palm | |
| CN204151820U (en) | Stone bolt location and installation support | |
| CN208072181U (en) | A kind of spherical bearing positioning device | |
| CN205369952U (en) | Pre -buried assistor | |
| CN108131042B (en) | Concurrent, production method, construction tool and construction method | |
| CN108755395B (en) | A kind of spherical bearing installation method | |
| CN106639338A (en) | Positioning device for anchor bolts and construction method of positioning device | |
| CN207934490U (en) | Independent strutting arrangement of detachable tripod post-cast strip | |
| CN201915507U (en) | Adjustable setting mould | |
| KR20120076927A (en) | Drill fixing apparatus | |
| CN212002272U (en) | Bidirectional adjustable frame beam template clamp structure | |
| CN107165288A (en) | The lower margin reinforced liner of construction in a kind of steel reinforced concrete structure cushion cap | |
| CN207348413U (en) | A kind of entirety ground sequence placing formwork supporting system | |
| CN102653947A (en) | Underground embedded steel component limiting straightening construction method | |
| CN218116449U (en) | PC worker method stake assistance-localization real-time guide rail | |
| CN102943484B (en) | Tapered-iron pulp-bedding rapid leveling method for large-size and middle-size equipment installation | |
| CN215104483U (en) | Reinforcing apparatus of construction concrete road surface | |
| CN208151850U (en) | A kind of spherical bearing mounting device | |
| CN210421902U (en) | Steel structure template for building | |
| CN205804905U (en) | Adjustable concrete pavement template |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170315 |