CN109236327A - Attached wall deck with slideway - Google Patents
Attached wall deck with slideway Download PDFInfo
- Publication number
- CN109236327A CN109236327A CN201811250724.6A CN201811250724A CN109236327A CN 109236327 A CN109236327 A CN 109236327A CN 201811250724 A CN201811250724 A CN 201811250724A CN 109236327 A CN109236327 A CN 109236327A
- Authority
- CN
- China
- Prior art keywords
- slideway
- limiting section
- wall
- rod piece
- template
- 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
- 229910000831 Steel Inorganic materials 0.000 claims description 33
- 239000010959 steel Substances 0.000 claims description 33
- 239000000789 fastener Substances 0.000 claims description 21
- 239000003381 stabilizer Substances 0.000 claims description 16
- 235000007466 Corylus avellana Nutrition 0.000 claims description 3
- 240000007582 Corylus avellana Species 0.000 claims description 3
- 238000000034 method Methods 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005266 casting Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000007787 solid Substances 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000010276 construction Methods 0.000 description 1
- 230000000875 corresponding Effects 0.000 description 1
- 238000009415 formwork Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 238000004826 seaming Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/04—Lining with building materials
- E21D11/10—Lining with building materials with concrete cast in situ; Shuttering also lost shutterings, e.g. made of blocks, of metal plates or other equipment adapted therefor
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/003—Linings or provisions thereon, specially adapted for traffic tunnels, e.g. with built-in cleaning devices
Abstract
The present invention provides a kind of attached wall deck with slideway, positioning for concrete wall supporting module adjusts, the attached wall deck includes pre-buried rod piece, pedestal, support portion and limiting section, the pre-buried rod piece is fixed in the concrete walls body, and the concrete wall is stretched out in the end of the pre-buried rod piece；The support portion is to support the template, the limiting section limits the template and the concrete wall is supported in the top of the template bottom, the support portion is formed with the first slideway, the limiting section is formed with the second slideway, the relatively described pre-buried rod piece of first slideway, second slideway is enabled to move up and down, end and the limiting section of the pre-buried rod piece are fixed.The present invention can be adjusted form height by moving up and down the adjusting component, by the drawknot fastening adjustment form joint position of mountain type card and screw rod through walls so that accurately and effectively external wall form is positioned.
Description
Technical field
The present invention relates to technical field of building construction, relate in particular to a kind of attached wall deck with slideway.
Background technique
Under normal circumstances, when carrying out concreting in lifts in construction, template, common template need to be set up in advance
Structure is to set up two pieces of templates in the two sides of precast wall body, then connected between two templates with through-wall bolt, between two templates of undertaking
Coagulation earth lateral pressure；Often area is big, volume is larger for template used at present, is only not fixed firmly and is leaned on by through-wall bolt, and
The bottom of template often moved outward by concrete lateral pressure effect, deviation, leads to pour the concrete wall to be formed forming
Out-of-flatness, globality poor.
Summary of the invention
In view of the foregoing, the present invention provides that a kind of structure is simple, material is easy to get, the easy to operate attached wall card with slideway
Seat, solving wall leads to upper and lower walls deviation, wall molding due to template loosens, deviation influences in concreting process
The technical issues of out-of-flatness, globality poor.
To achieve the above object, the technical solution adopted by the present invention is that: a kind of attached wall deck with slideway is provided, for
The top supporting module of concrete wall, the attached wall deck include pre-buried rod piece, pedestal, support portion and limiting section；
The pre-buried rod piece is fixed in the concrete walls body, and the concrete walls are stretched out in the end of the pre-buried rod piece
Body；
The concrete wall is supported in the side of the pedestal, and the support portion and the limiting section are individually fixed in described
The opposite sides of pedestal, the support portion are set between the concrete wall and the limiting section, the top of the limiting section
Above the top of the support portion, the top of the limiting section, the top of the support portion and the concrete wall are defined
The limit space for accommodating the template is formed, the bottom side of the template is fixed with top, and the top is resisted against institute
It states between template and the limiting section, the bottom end of the template is set on the support portion, and the template is along the concrete walls
Body direction extends and supports the concrete wall；
The support portion is formed with the first vertically extending slideway, and it is sliding that the limiting section is formed with vertically extending second
Road, the end of the pre-buried rod piece sequentially pass through first slideway and second slideway, enable first slideway, described
The relatively described pre-buried rod piece of two slideways is moved up and down to adjust the positioning height of the template, the end of the pre-buried rod piece and institute
It states limiting section to fix, the limiting section, described is made with the drawknot tightening force by the pre-buried rod piece and the limiting section
Top applies the active force towards the concrete wall to the template.
In the embodiment of the present invention, the support portion includes two supporting element disposed in parallel, is defined between two supporting element
Form first slideway.
In the embodiment of the present invention, each supporting element includes the vertical branch and horizontal branch vertically fixed, described vertical
The bottom end of branch is fixed with the pedestal, and the vertical branch supports the concrete wall, and institute is fixed in the horizontal branch
It states the top of vertical branch and extends towards the limiting section.
In the embodiment of the present invention, the support portion is two inverted L-shapeds round steel disposed in parallel, the level of the inverted L-shaped round steel
Branch supports the template, and the vertical branch of the inverted L-shaped round steel supports the concrete wall, and the inverted L-shaped round steel erects
It is fixed to branch bottom end and the pedestal.
In the embodiment of the present invention, the limiting section is inverted U-shaped band steel, the inverted U-shaped band steel include opposite two stabilizer blades and
It is fixed on the connecting rod on two stabilizer blade top, the bottom end of two stabilizer blade is fixed with the pedestal respectively, the inverted U-shaped band steel
Inverted U-channel form second slideway.
In the embodiment of the present invention, the pre-buried rod piece is through-wall bolt.
In the embodiment of the present invention, the pre-buried rod piece is fixed with the limiting section by fastener, and the fastener is in length
Strip offers screw hole in the middle part of the fastener, and the through-wall bolt places the screw hole and the fastener fastens, described
The both ends of fastener two stabilizer blades of the inverted U-shaped band steel are supported to enable by the tightening force of the through-wall bolt and the screw hole
The adjusting component is anchored on the concrete wall.
In the embodiment of the present invention, the fastener is mountain type card.
In the embodiment of the present invention, the top is flitch.
The present invention makes it have following the utility model has the advantages that the present invention, which adjusts component, passes through U due to using above technical scheme
Type band steel, L shape round steel, screw nut assembly and mountain type card group connect to be formed, and structure is simple, material is easy to get, by mountain type card with wear
The drawknot fastening of wall screw rod applies horizontal direction power to flitch and template, thus formboard fastening seaming position；By moving up and down
It states adjusting component to be adjusted form height, so that accurately and effectively external wall form is positioned, guarantees upper and lower walls
Pour globality.
Detailed description of the invention
Fig. 1 is the schematic front view of the attached wall deck of the invention with slideway.
Fig. 2 is the schematic side view of the attached wall deck of the invention with slideway.
The corresponding relationship of appended drawing reference and component is as follows:
Pre-buried rod piece 1；Nut 11；Pedestal 21；Support portion 22；First slideway 221；Vertical branch 222；Horizontal branch 223；
Limiting section 23；Second slideway 231；Stabilizer blade 232；Connecting rod 233；Concrete wall 3；Template 4；Top 41；Fastener 5.
Specific embodiment
For the benefit of to understanding of the invention, it is illustrated with reference to the accompanying drawings and embodiments.
It please refers to shown in Fig. 1, Fig. 2, the present invention provides a kind of attached wall deck with slideway, in concrete wall 3
Top supporting module 4, by the way that template 4 is arranged to form concrete to connect to pour in the one or both sides of the concrete wall 3
The attached wall deck is arranged in the bottom of the template 4 in wall, described in the template area during casting concrete
Template 4 is acted on by the coagulation earth lateral pressure, and the attached wall deck generates the template 4 opposite with the lateral pressure
Active force to prevent the template 4 from moving in concreting process, deviation.
The attached wall deck includes pre-buried rod piece 1, pedestal 21, support portion 22 and limiting section 23, in which:
The pre-buried rod piece 1 is fixed in the concrete wall 3, and the coagulation is stretched out in the end of the pre-buried rod piece 1
Cob wall body 3.
The concrete wall 3 is supported in the side of the pedestal 21, and the support portion 22 and the limiting section 23 are solid respectively
Due to the opposite sides of the pedestal 21, the support portion 22 is set between the concrete wall 3 and the limiting section 23, institute
State top of the top above the support portion 22 of limiting section 23, the top of the limiting section 23, the support portion 22 top
Portion and the concrete wall 3 define the limit space to be formed and accommodate the template 4, and the bottom side of the template 4 is fixed with
Top 41, the top 41 is resisted against between the template 4 and the limiting section 23, described to support in the embodiment of the present invention
Top 41 is flitch, and the bottom end of the template 4 is set on the support portion 22, and the template 4 is along 3 direction of concrete wall
Extend and supports the concrete wall 3.
The support portion 22 is formed with the first vertically extending slideway 221, and the limiting section 23 is formed with vertically extending
Second slideway 231, the end of the pre-buried rod piece 1 sequentially pass through first slideway 221 and second slideway 231, enable institute
The relatively described pre-buried rod piece 1 of the first slideway 221, second slideway 231 is stated to move up and down to adjust the positioning of the template 4 height
Degree, the end of the pre-buried rod piece 4 and the limiting section 23 are fixed, to pass through the pre-buried rod piece 1 and the limiting section 23
Drawknot tightening force applies the limiting section 23, the top 41 towards the concrete wall 3 to the template 4
Active force.
In the embodiment of the present invention, the support portion 22 includes two supporting element disposed in parallel, the boundary of two supporting element
It is shaped as first slideway 221；Specifically, each supporting element includes the vertical branch 222 and horizontal branch vertically fixed
223, the bottom end of the vertical branch 222 and the pedestal 21 are fixed, and the vertical branch 222 supports the concrete wall 3,
The horizontal branch 223 is fixed on the top of the vertical branch 222 and extends towards the limiting section 23；The embodiment of the present invention
In, the support portion 22 is two inverted L-shapeds round steel disposed in parallel, and the horizontal branch 223 of the inverted L-shaped round steel supports the template
4, the vertical branch 222 of the inverted L-shaped round steel supports the concrete wall 3,222 bottom of vertical branch of the inverted L-shaped round steel
End is fixed with the pedestal 21.
In the embodiment of the present invention, the limiting section 23 is inverted U-shaped band steel, and the inverted U-shaped band steel includes two opposite stabilizer blades
232 and it is fixed on the connecting rod 233 on two stabilizer blades, 232 top, the bottom end of two stabilizer blade 232 is solid with the pedestal 21 respectively
Fixed, the inverted U-channel of the inverted U-shaped band steel forms second slideway 231.In the embodiment of the present invention, the pedestal 21 is level
The U-shaped band steel of setting, two stabilizer blade ends of horizontal U-shaped band steel are formed with aperture, the two stabilizer blade ends forming of the inverted U-shaped band steel
There is aperture, two stabilizer blades of the horizontal U-shaped band steel and the inverted U-shaped band steel place the perforation and nut 201 by screw rod 20
Connection fastening, the nut 201 are anchored on the both ends of the screw rod 20.
In the embodiment of the present invention, the pre-buried rod piece 1 is through-wall bolt, and the pre-buried rod piece 1 and the limiting section 23 are logical
It is fixed to cross fastener 5, more preferably, the link position of the screw rod through walls and the concrete wall 3 is equipped with nut 11, the spiral shell
The two L shape round steel is supported to enable and connect fastening between the two L shape round steel and the concrete wall 3 in the edge of mother 11；Institute
State that fastener 5 is in long strip, the middle part of the fastener 5 offers screw hole, the through-wall bolt place the screw hole with it is described
Fastener 5 fastens, and the U is supported by the tightening force of the through-wall bolt and the screw hole in the both ends of the fastener 5
Two stabilizer blades 232 of shape band steel are to enable the adjusting component 2 be anchored on the concrete wall 3.It is described in the embodiment of the present invention
Fastener 5 is mountain type card.
Attached drawing of the present invention show the single side formwork of concrete wall, and the attached wall deck can be used in concrete walls
3 top two sides of body carry out supporting module 4, run through the concrete wall 3 and the concrete wall 3 by a screw rod through walls
The template 4 is stretched out at the template 4 of two sides, the both ends of the screw rod through walls respectively, and institute is respectively set in the opposite exterior lateral sides of the template 4
The pedestal 21, the support portion 22 and the limiting section 23 are stated, the casting concrete between two side templates 4, two side form
The trend mobile by its oriented opposite exterior lateral sides of lateral forces of the concrete of plate 4, the limiting section 23 and the spiral shell through walls
The both ends of bolt pass through fastener 5 respectively and are spirally connected fastening, described by the drawknot tightening force of the screw rod through walls and fastener 5
Limiting section 23, the top 41 to the template 4 apply with the lateral force opposite effect power with resist the template 4 to
The mobile trend in outside, realization prevents the template 4 from shift in concreting process, deviation, leads to pour mixing of being formed
The technical effect of solidifying cob wall body globality poor.
It is described the invention in detail above in conjunction with accompanying drawings and embodiments, those skilled in the art can basis
Above description makes many variations example to the present invention.Thus, certain details in embodiment should not constitute limitation of the invention,
The present invention will be using the range that the appended claims define as protection scope of the present invention.
Claims (9)
1. a kind of attached wall deck with slideway, for the top supporting module in concrete wall, which is characterized in that the attached wall
Deck includes pre-buried rod piece, pedestal, support portion and limiting section；
The pre-buried rod piece is fixed in the concrete walls body, and the concrete wall is stretched out in the end of the pre-buried rod piece；
The concrete wall is supported in the side of the pedestal, and the support portion and the limiting section are individually fixed in the pedestal
Opposite sides, the support portion be set between the concrete wall and the limiting section, the top of the limiting section is higher by
In the top of the support portion, the top of the limiting section, the top of the support portion and the concrete wall define to be formed
The limit space of the template is accommodated, the bottom side of the template is fixed with top, and the top is resisted against the mould
Between plate and the limiting section, the bottom end of the template is set on the support portion, and the template is along the concrete wall side
To extending and support the concrete wall；
The support portion is formed with the first vertically extending slideway, and the limiting section is formed with the second vertically extending slideway, institute
The end for stating pre-buried rod piece sequentially passes through first slideway and second slideway, and first slideway, described second is enabled to slide
The relatively described pre-buried rod piece in road is moved up and down to adjust the positioning height of the template, the end of the pre-buried rod piece and the limit
Position portion is fixed, and is made the limiting section with the drawknot tightening force by the pre-buried rod piece and the limiting section, described is supported
Portion applies the active force towards the concrete wall to the template.
2. the attached wall deck according to claim 1 with slideway, which is characterized in that the support portion includes disposed in parallel
Two supporting elements define to form first slideway between two supporting element.
3. the attached wall deck according to claim 2 with slideway, which is characterized in that each supporting element includes vertical fixed
Vertical branch and horizontal branch, bottom end and the pedestal of the vertical branch fix, and the vertical branch supports described mixed
Solidifying cob wall body, the horizontal branch are fixed on the top of the vertical branch and extend towards the limiting section.
4. the attached wall deck according to claim 3 with slideway, which is characterized in that the support portion is disposed in parallel two
Inverted L-shaped round steel, the horizontal branch of the inverted L-shaped round steel support the template, and the vertical branch of the inverted L-shaped round steel supports described
Concrete wall, vertical branch bottom end and the pedestal of the inverted L-shaped round steel are fixed.
5. the attached wall deck according to claim 1 or 2 with slideway, which is characterized in that the limiting section is inverted U-shaped flat
Steel, the inverted U-shaped band steel include opposite two stabilizer blades and the connecting rod for being fixed on two stabilizer blade top, the bottom of two stabilizer blade
End is fixed with the pedestal respectively, and the inverted U-channel of the inverted U-shaped band steel forms second slideway.
6. the attached wall deck according to claim 5 with slideway, which is characterized in that the pre-buried rod piece is through-wall bolt.
7. the attached wall deck according to claim 6 with slideway, which is characterized in that the pre-buried rod piece and the limiting section
It is fixed by fastener, the fastener is in long strip, and screw hole is offered in the middle part of the fastener, and the through-wall bolt places
The screw hole and the fastener fasten, the tightening force that the both ends of the fastener pass through the through-wall bolt and the screw hole
Two stabilizer blades of the inverted U-shaped band steel are supported to enable the adjusting component be anchored on the concrete wall.
8. the attached wall deck according to claim 7 with slideway, which is characterized in that the fastener is mountain type card.
9. the attached wall deck according to claim 1 with slideway, which is characterized in that the top is flitch.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811250724.6A CN109236327A (en) | 2018-10-25 | 2018-10-25 | Attached wall deck with slideway |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811250724.6A CN109236327A (en) | 2018-10-25 | 2018-10-25 | Attached wall deck with slideway |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109236327A true CN109236327A (en) | 2019-01-18 |
Family
ID=65082107
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811250724.6A Pending CN109236327A (en) | 2018-10-25 | 2018-10-25 | Attached wall deck with slideway |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109236327A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5060148B2 (en) * | 2007-04-02 | 2012-10-31 | 株式会社国元商会 | Screw shaft fixing structure |
| CN106760522A (en) * | 2016-11-30 | 2017-05-31 | 中国冶集团有限公司 | A kind of concrete structure seam crossing prevents swollen mould mortar leakage prevention fixing device and method |
| CN206616862U (en) * | 2017-04-13 | 2017-11-07 | 青岛一建集团有限公司 | Formwork root bracing means |
| CN207063537U (en) * | 2017-07-06 | 2018-03-02 | 中国建筑第二工程局有限公司 | A kind of outer wall template joint part fixture and its connect stubble construction |
| CN108118890A (en) * | 2018-01-10 | 2018-06-05 | 山西三建集团有限公司 | Walling body template system and its erection method to be poured in shear force wall deformation slit |
| CN207526119U (en) * | 2017-09-28 | 2018-06-22 | 中建八局第四建设有限公司 | A kind of reinforcement tools of regularization outer wall template |
| CN208347308U (en) * | 2018-06-15 | 2019-01-08 | 大连工业大学 | The adjustable cheek board that faces of one kind reinforces cartridge structure |
-
2018
- 2018-10-25 CN CN201811250724.6A patent/CN109236327A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP5060148B2 (en) * | 2007-04-02 | 2012-10-31 | 株式会社国元商会 | Screw shaft fixing structure |
| CN106760522A (en) * | 2016-11-30 | 2017-05-31 | 中国冶集团有限公司 | A kind of concrete structure seam crossing prevents swollen mould mortar leakage prevention fixing device and method |
| CN206616862U (en) * | 2017-04-13 | 2017-11-07 | 青岛一建集团有限公司 | Formwork root bracing means |
| CN207063537U (en) * | 2017-07-06 | 2018-03-02 | 中国建筑第二工程局有限公司 | A kind of outer wall template joint part fixture and its connect stubble construction |
| CN207526119U (en) * | 2017-09-28 | 2018-06-22 | 中建八局第四建设有限公司 | A kind of reinforcement tools of regularization outer wall template |
| CN108118890A (en) * | 2018-01-10 | 2018-06-05 | 山西三建集团有限公司 | Walling body template system and its erection method to be poured in shear force wall deformation slit |
| CN208347308U (en) * | 2018-06-15 | 2019-01-08 | 大连工业大学 | The adjustable cheek board that faces of one kind reinforces cartridge structure |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20190118 |
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| WD01 | Invention patent application deemed withdrawn after publication |