CN210685368U - Convenient reinforcing complete die set for concrete wall formworks on two sides of deformation joint - Google Patents
Convenient reinforcing complete die set for concrete wall formworks on two sides of deformation joint Download PDFInfo
- Publication number
- CN210685368U CN210685368U CN201920982450.3U CN201920982450U CN210685368U CN 210685368 U CN210685368 U CN 210685368U CN 201920982450 U CN201920982450 U CN 201920982450U CN 210685368 U CN210685368 U CN 210685368U
- Authority
- CN
- China
- Prior art keywords
- steel form
- big steel
- sides
- diagonal tension
- concrete 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
Images
Abstract
The utility model belongs to building movement joint construction field discloses a convenient reinforcement integrated die utensil of movement joint both sides concrete wall form, the mould includes parallel arrangement's big steel form and plank sheathing, constitute the concrete placement district between big steel form and the plank sheathing, the big steel form interval parallel arrangement of two sets of moulds forms the movement joint, it has a plurality of bolt holes to open along horizontal and vertical equipartition on the big steel form, connect through a plurality of diagonal tension screw rods between big steel form and the plank sheathing, the cover is equipped with the PVC sleeve pipe that is used for the drawing of patterns on the diagonal tension screw rod section in the concrete placement district, the end of diagonal tension screw rod is equipped with the lantern ring, the diagonal tension screw rod on the same vertical axis is as an organic whole through inserting fixed steel bar connection along the lantern ring. The utility model solves the problem of large reinforcing difficulty at the deformation joint by inserting the component from the upper part downwards to reinforce the deformation joint inner template, and has convenient installation and high working efficiency; and the quality of the casting surface of the large steel template is better than that of the appearance construction of the traditional wood template.
Description
Technical Field
The utility model belongs to building movement joint construction field, concretely relates to convenient reinforcement integrated die set of movement joint both sides concrete wall form.
Background
The building deformation joint is divided into three types according to different external damage factors, namely an expansion joint, a settlement joint and a shockproof joint. In industrial and civil buildings, due to the influence of factors such as air temperature change, uneven settlement of a foundation, earthquake and the like, additional stress and deformation are generated inside the building structure, and if the additional stress and deformation is not properly treated, the building is damaged, cracks and even collapse are generated, and the use and the safety are influenced. The solution method comprises the following steps: building integrity is enhanced with sufficient strength and rigidity to overcome these failure stresses without failure; the structure is broken at the deformation sensitive parts in advance, certain gaps are reserved to ensure that the building has enough deformation width in the gaps without causing damage to the building, and the reserved gaps for vertically dividing the building are called deformation joints. The wooden template is used in the construction of traditional movement joint department, and the reinforcement degree of difficulty is big, leads to the concrete impression to guarantee.
Disclosure of Invention
The utility model discloses a it is big to solve the deformation joint both sides wall form processing difficulty, and the problem that concrete appearance quality can't be guaranteed provides a convenient reinforcement complete set mould of deformation joint both sides concrete wall form.
The utility model adopts the following technical scheme:
the utility model provides a convenient reinforcement package mould of movement joint both sides concrete wall form, the mould includes parallel arrangement's big steel form and plank sheathing, constitute the concrete placement district between big steel form and the plank sheathing, the big steel form interval parallel arrangement of two sets of moulds forms the movement joint, it has a plurality of bolt holes to open along horizontal and vertical equipartition on the big steel form, connect through a plurality of tie screws between big steel form and the plank sheathing, the cover is equipped with the PVC sleeve pipe that is used for the drawing of patterns on the tie screw section in the concrete placement district, the end of tie screw is equipped with the lantern ring, it is as an organic whole through inserting fixed steel bar connection along the lantern ring to the tie screw on the same vertical axis.
The back of the wood template is provided with a plurality of reinforcing square timbers.
A plurality of steel bar keels are respectively and uniformly welded on the back of the outline template along the transverse direction and the longitudinal direction, and the distance is 200 mm.
The bolt hole interval on the big steel form is 500 mm.
The utility model solves the problem of large reinforcing difficulty at the deformation joint by inserting the component from the upper part downwards to reinforce the deformation joint inner template, and has convenient installation and high working efficiency; and the quality of the casting surface of the large steel template is better than that of the appearance construction of the traditional wood template.
Drawings
FIG. 1 is a view showing a reinforced usage state of the present invention;
fig. 2 is a sectional view of the mold of the present invention;
FIG. 3 is a schematic view of the back of a large steel form;
FIG. 4 is a schematic view of a counter-pulling screw;
in the figure: 1-fixed steel bar, 2-square wood, 3-steel pipe, 4-split screw, 5-PVC sleeve, 6-large steel template, 7-wood template and 8-steel bar support.
Detailed Description
The convenient complete set of mould that consolidates of concrete wall form of movement joint both sides as shown in fig. 1 and 2 mainly includes four parts component:
a first component: a large steel template is made of 3mm steel plates, the distance between bolt holes in the large steel template is 500mm, and a reinforcing steel bar with the phi 25 welded on the back surface is used as a main keel and a secondary keel, and the distance is 200 mm.
A second component: one end of the split screw is welded with a U-shaped ring, as shown in figure 4.
A third component: phi 50PVC plastic sleeve.
And (4) a fourth component: the length of the fixed steel bar of phi 25 is determined according to the layer height, and a small circular ring is processed at the end part.
During construction, a U-shaped ring is welded at the end part of the counter-pulling screw rod, after the large steel formwork is installed and determined, one end of the counter-pulling screw rod welded with the U-shaped ring penetrates into a deformation joint through a phi 50PVC plastic sleeve to be pre-inserted, then a phi 25 fixed steel bar penetrates into the U-shaped ring from the top, and the formwork is reinforced through reinforcing the other end (the inner side of the deformation joint side wall) of the counter-pulling screw rod. And (3) dismantling the formwork after the strength of the concrete meets the formwork removal requirement, loosening the butterfly clamp of the counter-pull screw rod when dismantling, pulling out the U-shaped ring from the fixed steel bar with the diameter of 25 phi from the top, taking out the counter-pull screw rod, and finally lifting the large steel mould out by using a tower crane for maintenance.
Claims (4)
1. The utility model provides a convenient reinforcement package mould of movement joint both sides concrete wall form, a serial communication port, the mould includes parallel arrangement's big steel form and plank sheathing, constitute the concrete placement district between big steel form and the plank sheathing, the big steel form interval parallel arrangement of two sets of moulds forms the movement joint, it has a plurality of bolt holes to open along horizontal and vertical equipartition on the big steel form, connect through a plurality of diagonal tension screws between big steel form and the plank sheathing, the cover is equipped with the PVC sleeve pipe that is used for the drawing of patterns on the diagonal tension screw section in the concrete placement district, the end of diagonal tension screw is equipped with the lantern ring, the diagonal tension screw on the same vertical axis is as an organic whole through inserting fixed steel bar along the lantern ring and connecting.
2. The convenient reinforcing complete set of mould for concrete wall formworks on two sides of a deformation joint according to claim 1, wherein a plurality of reinforcing square timbers are arranged on the back surface of the wood formwork.
3. The convenient reinforcing complete set of mould for concrete wall formworks on two sides of a deformation joint according to claim 2, wherein a plurality of steel keels are respectively and uniformly welded on the back surface of the outline formwork along the transverse direction and the longitudinal direction, and the distance between the steel keels and the steel keels is 200 mm.
4. A convenient and fast reinforcing complete set of mould for concrete wall formworks on two sides of a deformation joint according to claim 3, wherein the distance between bolt holes on a large steel formwork is 500 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920982450.3U CN210685368U (en) | 2019-06-27 | 2019-06-27 | Convenient reinforcing complete die set for concrete wall formworks on two sides of deformation joint |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920982450.3U CN210685368U (en) | 2019-06-27 | 2019-06-27 | Convenient reinforcing complete die set for concrete wall formworks on two sides of deformation joint |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210685368U true CN210685368U (en) | 2020-06-05 |
Family
ID=70892167
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920982450.3U Active CN210685368U (en) | 2019-06-27 | 2019-06-27 | Convenient reinforcing complete die set for concrete wall formworks on two sides of deformation joint |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210685368U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115045499A (en) * | 2022-07-28 | 2022-09-13 | 中国二十二冶集团有限公司 | Deformation joint wall formwork reinforcing method |
-
2019
- 2019-06-27 CN CN201920982450.3U patent/CN210685368U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115045499A (en) * | 2022-07-28 | 2022-09-13 | 中国二十二冶集团有限公司 | Deformation joint wall formwork reinforcing method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN104631706B (en) | One kind exempts from form removal concrete column and its construction method | |
| CN110259184B (en) | Column pulling construction method based on joist and column pulling combined supporting and jacking system | |
| CN104153573B (en) | V-type cylinder concrete pour mould and construction method | |
| CN210685444U (en) | Quick leveling, mounting and supporting device for prefabricated external wall panel | |
| CN210685368U (en) | Convenient reinforcing complete die set for concrete wall formworks on two sides of deformation joint | |
| CN110847599A (en) | Special-shaped column formwork filling reinforcement device and construction method thereof | |
| CN204898612U (en) | Mould with adjustable be used for pouring ditch | |
| CN110056181A (en) | A kind of subsided rest room assembly steel form and construction method | |
| CN215055279U (en) | Thickness control device for steel plate concrete shear wall symmetrical wall body | |
| CN204081482U (en) | V-type cylinder transposition section concreting mould | |
| CN104908150B (en) | A kind of piping shaft making template and the method based on factorial praluction piping shaft | |
| CN211228607U (en) | Integrally formed construction structure of outer wall and bottom plate of cast-in-place concrete structure of structure | |
| CN209798958U (en) | Pouring system for drainage ditch of bottom plate post-cast strip and shaping hanging die for drainage ditch | |
| CN211369523U (en) | Template system of expansion joint shear force wall | |
| CN210239112U (en) | Sinking type assembled steel formwork for toilet | |
| CN204001713U (en) | V-type cylinder oblique line section concrete is built mould | |
| CN109914571B (en) | Basement drainage ditch formwork system, pouring system and construction method | |
| CN113738102A (en) | Template building block for civil engineering and manufacturing method and using method thereof | |
| CN103216087B (en) | A kind of two-way self-bearing type construction formwork system | |
| CN110700574A (en) | Post-cast strip supporting structure and construction method thereof | |
| CN110552422A (en) | Assembly type underground structure accessory | |
| CN111002432A (en) | Prefabricated constructional column template and using method thereof | |
| CN220814891U (en) | Drop board and hang mould structure | |
| CN114961240B (en) | Special-shaped high-low span bottom plate construction template and construction method | |
| CN212201265U (en) | PCF structure L type cast-in-place node template reinforcing system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |