CN113914607A - Method for horizontally supporting shear wall template through disc buckle frame body - Google Patents
Method for horizontally supporting shear wall template through disc buckle frame body Download PDFInfo
- Publication number
- CN113914607A CN113914607A CN202111226836.XA CN202111226836A CN113914607A CN 113914607 A CN113914607 A CN 113914607A CN 202111226836 A CN202111226836 A CN 202111226836A CN 113914607 A CN113914607 A CN 113914607A
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- CN
- China
- Prior art keywords
- horizontal pole
- shear wall
- wall template
- lead screw
- cross
- 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
- 238000000034 method Methods 0.000 title claims abstract description 22
- 229910000831 Steel Inorganic materials 0.000 claims description 4
- 239000010959 steel Substances 0.000 claims description 4
- 239000000463 material Substances 0.000 abstract description 5
- 238000010276 construction Methods 0.000 abstract description 4
- 238000009415 formwork Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Images
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G11/00—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs
- E04G11/06—Forms, shutterings, or falsework for making walls, floors, ceilings, or roofs for walls, e.g. curved end panels for wall shutterings; filler elements for wall shutterings; shutterings for vertical ducts
- E04G11/08—Forms, which are completely dismantled after setting of the concrete and re-built for next pouring
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/14—Bracing or strutting arrangements for formwalls; Devices for aligning forms
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G7/00—Connections between parts of the scaffold
- E04G7/30—Scaffolding bars or members with non-detachably fixed coupling elements
- E04G7/32—Scaffolding bars or members with non-detachably fixed coupling elements with coupling elements using wedges
Abstract
A method for horizontally supporting a shear wall template through a disc buckle frame body is characterized by comprising the following steps: a. the utility model provides a plurality of dishes detain a 1 st horizontal pole, 1 st horizontal pole is the hollow tube, 1 st horizontal pole external diameter is 48mm, b, a plurality of dishes are detained a 2 nd horizontal pole, the 2 nd horizontal pole is the lead screw horizontal pole, the lead screw horizontal pole external diameter is 32mm, lead screw horizontal pole cavity internal diameter is 20mm, c, 1 st horizontal pole and 2 nd horizontal pole swing joint, use the lead screw horizontal pole of 2 nd horizontal pole as the screw rod, insert in the nut of 1 st horizontal pole in order to carry out the horizontal support to the shear force wall template. The method for horizontally supporting the shear wall template through the disc buckle frame body has the advantages that one end of the jacking support is connected with the frame body, the other end of the jacking support is propped against a component to be supported, the construction is convenient, the jacking support is stable and reliable, the disc buckle frame body is fully utilized to support the shear wall template, and manpower and material resources are saved.
Description
Technical Field
The invention relates to a method for supporting a shear wall template, in particular to a method for horizontally supporting the shear wall template through a disc buckle frame body.
Background
When traditional shear wall template is erected and is established and consolidate, modes such as steel pipe bracing need be taken to at the subaerial pre-buried strong point such as reinforcing bar head of concrete, the construction is wasted time and energy, and the steadiness receives the influence of factors such as workman's operation level great.
Therefore, the known supporting method of the shear wall template has various inconveniences and problems.
Disclosure of Invention
The invention aims to provide a method for stably and reliably horizontally supporting a shear wall template through a disc buckle frame body.
In order to achieve the purpose, the technical solution of the invention is as follows:
a method for horizontally supporting a shear wall template through a disc buckle frame body is characterized by comprising the following steps:
a. providing a plurality of first cross rods of the coil buckling frame, wherein the first cross rods are hollow tubes, the outer diameter of the first cross rods 1 is 48mm, the inner diameter of the first cross rods 1 is 34mm, a first connector 1 is fixedly welded at one end of each first cross rod 1, and nuts are arranged on the inner walls of the hollow tubes at the other ends of the first cross rods;
b. providing a plurality of buckling frame 2 transverse rods, wherein the 2 nd transverse rod is a lead screw transverse rod, the outer diameter of the lead screw transverse rod is 32mm, the hollow inner diameter of the lead screw transverse rod is 20mm, one end of the 2 nd transverse rod is fixedly welded with a 2 nd connector, the 2 nd connector is a connector with an n-shaped top bracket, and the connector of the n-shaped top bracket can support the back edge of the shear wall template;
c. the 1 st horizontal pole and the 2 nd horizontal pole swing joint use the lead screw horizontal pole of the 2 nd horizontal pole as the screw rod, insert in the nut of the 1 st horizontal pole, twist quantity through the screw and come the horizontal pole length of adjusting plate buckle support body in order to carry out the horizontal support to the shear wall template.
The method for horizontally supporting the shear wall template through the disc buckle frame body can be further realized by adopting the following technical measures.
In the method, the length of the 1 st cross bar is more than or equal to 400 mm.
In the method, the material of the 1 st rail is Q235 steel.
In the method, the length of the nut is more than or equal to 100 mm.
In the method, the length adjustment range of the cross bar of the disc buckling frame is 400-700 mm.
After the technical scheme is adopted, the method for horizontally supporting the shear wall template through the disc buckle frame body has the following advantages:
1. one end of the jacking support is connected with the frame body through the jacking support of the length-adjustable lead screw cross rod, and the other end of the jacking support is propped against a component to be supported, so that the construction is convenient, and the jacking support is stable and reliable;
2. the make full use of dish is detained the frame body and is carried out shear wall template and support, practices thrift manpower and materials.
Drawings
FIG. 1 is a schematic view of a cross bar 1 according to an embodiment of the present invention;
FIG. 2 is a schematic view of a cross bar 2 according to an embodiment of the present invention;
FIG. 3 is a schematic view of the movable connection between the 1 st cross bar and the 2 nd cross bar according to the embodiment of the present invention;
fig. 4 is a schematic view of the shear wall formwork horizontally supported by the first cross bar 1 and the second cross bar 2 as a disc fastener frame body after being movably connected according to the embodiment of the invention.
In the figure: 1 st horizontal pole outer wall, 2 1 st horizontal pole inner wall, 3 1 st connector, 4 nuts, 5 nd horizontal pole inner wall, 6 nd horizontal pole outer wall, 7 nd 2 connectors, 8 templates, 9 dishes detain a pole setting, 10 dishes detain a horizontal pole.
Detailed Description
The present invention will be further described with reference to the following examples and the accompanying drawings.
Example 1
The invention discloses a method for horizontally supporting a shear wall template through a disc buckle frame body, which comprises the following steps:
a. providing a plurality of first cross rods of the coil buckling frame, wherein the first cross rods are hollow tubes, the outer diameter of the first cross rods 1 is 48mm, the inner diameter of the first cross rods 1 is 34mm, one ends of the first cross rods 1 are fixedly welded with a first connector 3, and nuts 4 are arranged on the inner walls of the hollow tubes at the other ends of the first cross rods; fig. 1 is a schematic structural view of a 1 st cross bar according to an embodiment of the present invention, illustrating an outer wall 1 of the 1 st cross bar and an inner wall 2 of the 1 st cross bar, wherein the 1 st connecting head is a conventional coil buckle frame connecting head.
b. Providing a plurality of buckling frame 2 transverse rods, wherein the 2 nd transverse rod is a lead screw transverse rod, the outer diameter of the lead screw transverse rod is 32mm, the hollow inner diameter of the lead screw transverse rod is 20mm, one end of the 2 nd transverse rod is fixedly welded with a 2 nd connector, the 2 nd connector is a connector with an n-shaped top bracket, and the connector of the n-shaped top bracket can support the back edge of the shear wall template; fig. 2 is a schematic structural diagram of the 2 nd rail according to the embodiment of the present invention, illustrating the 2 nd rail inner wall 5, the 2 nd rail outer wall 6 and the 2 nd connecting head 7.
c. The 1 st horizontal pole and the 2 nd horizontal pole swing joint use the lead screw horizontal pole of the 2 nd horizontal pole as the screw rod, insert in the nut of the 1 st horizontal pole, twist quantity through the screw and come the horizontal pole length of adjusting plate buckle support body in order to carry out the horizontal support to the shear wall template. Fig. 3 is a schematic view of the movable connection between the 1 st cross bar and the 2 nd cross bar according to the embodiment of the invention. The length of the 1 st cross bar is 400 mm. The material of the No. 1 transverse rod is Q235 steel. The length of the nut is 100 mm. The length adjusting range of the cross rod of the disc buckling frame is 400-700 mm. Fig. 4 is a schematic view of the shear wall formwork horizontally supported by the first cross bar 1 and the second cross bar 2 as a disc fastener frame body after being movably connected according to the embodiment of the invention.
The invention has substantive characteristics and remarkable technical progress, and the invention forms a coil buckle frame body by a plurality of coil buckle frame upright stanchions 9 and coil buckle frame cross bars 10. According to the method for horizontally supporting the shear wall template by the disc buckle frame body, the jacking with the adjustable length is adopted, one end of the jacking is connected with the frame body, the other end of the jacking is propped against a supporting member to be supported, the construction is convenient, the jacking is stable and reliable, the disc buckle frame body is fully utilized to support the shear wall template, and manpower and material resources are saved.
The above embodiments are provided only for illustrating the present invention and not for limiting the present invention, and those skilled in the art can make various changes or modifications without departing from the spirit and scope of the present invention. Accordingly, all equivalents are intended to fall within the scope of the invention, which is defined in the claims.
Claims (5)
1. A method for horizontally supporting a shear wall template through a disc buckle frame body is characterized by comprising the following steps:
a. providing a plurality of first cross rods of the coil buckling frame, wherein the first cross rods are hollow tubes, the outer diameter of the first cross rods 1 is 48mm, the inner diameter of the first cross rods 1 is 34mm, a first connector 1 is fixedly welded at one end of each first cross rod 1, and nuts are arranged on the inner walls of the hollow tubes at the other ends of the first cross rods;
b. providing a plurality of buckling frame 2 transverse rods, wherein the 2 nd transverse rod is a lead screw transverse rod, the outer diameter of the lead screw transverse rod is 32mm, the hollow inner diameter of the lead screw transverse rod is 20mm, one end of the 2 nd transverse rod is fixedly welded with a 2 nd connector, the 2 nd connector is a connector with an n-shaped top bracket, and the connector of the n-shaped top bracket can support the back edge of the shear wall template;
c. the 1 st horizontal pole and the 2 nd horizontal pole swing joint use the lead screw horizontal pole of the 2 nd horizontal pole as the screw rod, insert in the nut of the 1 st horizontal pole, twist quantity through the screw and come the horizontal pole length of adjusting plate buckle support body in order to carry out the horizontal support to the shear wall template.
2. The method for connecting the cross bar of the adjustable length disc fastener frame of claim 1, wherein the length of the 1 st cross bar is more than or equal to 400 mm.
3. The method of claim 1 wherein the 1 st rail is Q235 steel.
4. The method for connecting cross bars of coil brackets with adjustable length as claimed in claim 1, wherein the length of the nut is more than or equal to 100 mm.
5. The method of claim 1, wherein the length of the buckle rack cross-bar is adjustable within a range of 400-700 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111226836.XA CN113914607A (en) | 2021-10-21 | 2021-10-21 | Method for horizontally supporting shear wall template through disc buckle frame body |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202111226836.XA CN113914607A (en) | 2021-10-21 | 2021-10-21 | Method for horizontally supporting shear wall template through disc buckle frame body |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN113914607A true CN113914607A (en) | 2022-01-11 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202111226836.XA Pending CN113914607A (en) | 2021-10-21 | 2021-10-21 | Method for horizontally supporting shear wall template through disc buckle frame body |
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| CN (1) | CN113914607A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319862A (en) * | 2022-01-14 | 2022-04-12 | 福建新纪建设集团有限公司 | Fixed template structure of pouring frame for construction engineering construction |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107514140A (en) * | 2017-09-29 | 2017-12-26 | 华丰建设股份有限公司 | Basement floor support and the method using the rack construction exterior wall and floor |
| CN107893546A (en) * | 2017-11-24 | 2018-04-10 | 武汉冶建筑安装工程有限责任公司 | Ancient architecture wall righting method and system |
| CN110043024A (en) * | 2019-05-16 | 2019-07-23 | 江西国金建设集团有限公司 | A kind of neighbouring existing outer wall of basement single side formwork construction method |
| CN211341649U (en) * | 2019-11-19 | 2020-08-25 | 张文和 | Telescopic multifunctional cross bar |
| CN113187232A (en) * | 2021-02-03 | 2021-07-30 | 江苏省华建建设股份有限公司 | Basement outer wall pre-reverse-pulling bent frame single-side formwork erecting system building construction method |
-
2021
- 2021-10-21 CN CN202111226836.XA patent/CN113914607A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107514140A (en) * | 2017-09-29 | 2017-12-26 | 华丰建设股份有限公司 | Basement floor support and the method using the rack construction exterior wall and floor |
| CN107893546A (en) * | 2017-11-24 | 2018-04-10 | 武汉冶建筑安装工程有限责任公司 | Ancient architecture wall righting method and system |
| CN110043024A (en) * | 2019-05-16 | 2019-07-23 | 江西国金建设集团有限公司 | A kind of neighbouring existing outer wall of basement single side formwork construction method |
| CN211341649U (en) * | 2019-11-19 | 2020-08-25 | 张文和 | Telescopic multifunctional cross bar |
| CN113187232A (en) * | 2021-02-03 | 2021-07-30 | 江苏省华建建设股份有限公司 | Basement outer wall pre-reverse-pulling bent frame single-side formwork erecting system building construction method |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114319862A (en) * | 2022-01-14 | 2022-04-12 | 福建新纪建设集团有限公司 | Fixed template structure of pouring frame for construction engineering construction |
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Application publication date: 20220111 |