CN110005199A - The mold method of cross wall column - Google Patents
The mold method of cross wall column Download PDFInfo
- Publication number
- CN110005199A CN110005199A CN201910363735.3A CN201910363735A CN110005199A CN 110005199 A CN110005199 A CN 110005199A CN 201910363735 A CN201910363735 A CN 201910363735A CN 110005199 A CN110005199 A CN 110005199A
- Authority
- CN
- China
- Prior art keywords
- nut
- inner corner
- corner trim
- screw arbor
- gusset
- 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
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Classifications
-
- 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
- E04G13/00—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills
- E04G13/02—Falsework, forms, or shutterings for particular parts of buildings, e.g. stairs, steps, cornices, balconies foundations, sills for columns or like pillars; Special tying or clamping means therefor
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Moulds, Cores, Or Mandrels (AREA)
Abstract
The invention discloses a kind of mold methods of cross wall column, characterized by comprising the following steps: 1) prepare inner corner trim formwork module, inner corner trim formwork module includes the gusset that cross section is shaped to L-type, two ribs are provided on the inside of gusset, rib is fixedly connected with the two sides of gusset；Several floors are arranged at intervals between two ribs, the two sides of floor are fixedly connected with two ribs respectively；And screw hole is offered on floor；2) the wall form processing of cross wall wall；3) installation of inner corner trim formwork module: 4) installation of Screw arbor with nut at both-ends: the screw hole two Screw arbor with nut at both-ends being each passed through on the floor in the inner corner trim formwork module of alternate two makes two Screw arbor with nut at both-ends be staggered to form X architecture.The present invention has produced inner corner trim formwork module, will be connected between two ribs by lateral floor, improves component strength, then staggeredly mutually draw by the diagonal of Screw arbor with nut at both-ends, realizes the formwork reinforcement reliability of the internal corner part of cross wall column.
Description
Technical field
The invention belongs to technical field of building construction, in particular to a kind of mold method of cross wall column.
Background technique
As China's construction scale constantly expands, all kinds of building construction are more and more.To meet making for space separation
With demand, be generally separated using brick setting or lightweight wall, dividing wall since length is larger, corner or end wall are unstable,
Cause structural integrity bad, it is therefore necessary to which constructional column is set.Constructional column is the important component of dividing wall engineering, plays increasing
The effect of strong building globality and stability, is connected with each layer collar tie beam, forms the space frame for capableing of bending resistance shearing resistance, is anti-
A kind of only effective measures of house collapse.Therefore, Constructional Col-umn Construction quality is had a major impact for structure safety and using function.
The influence factor of Constructional Col-umn Construction quality is more, and wherein constructional column formwork way and construction method are affected.It passes
The formwork way of the cross wall column of system there are Forming Qualities poor, time duration is compared with long, waste of material is serious, labour demand is big
The problems such as, this has seriously affected the structure safety of dividing wall.
Therefore, how can provide that a kind of structure is simple, be able to solve the cross wall column of cross wall column formwork difficulty problem
Mold method, becoming those skilled in the art has technical problem to be solved.
Summary of the invention
In view of the above shortcomings of the prior art, the technical problems to be solved by the present invention are: how one kind can be provided
Structure is simple, is able to solve the mold method of the cross wall column of cross wall column formwork difficulty problem.
In order to solve the above-mentioned technical problem, present invention employs the following technical solutions:
A kind of mold method of cross wall column, which comprises the following steps:
1) inner corner trim formwork module is prepared, the inner corner trim formwork module includes gusset, and the cross section of the gusset is shaped to the knot of L-type
Structure is provided with back cord structure on the inside of the gusset, and offers screw hole in the back cord structure；
2) the wall form processing of cross wall wall: four groups of wall forms are built in cross distribution, and between four groups of wall forms
It is reserved with space；
3) four above-mentioned inner corner trim formwork modules the installation of inner corner trim formwork module: are respectively arranged at the wall mould of adjacent two
Between the adjacent two sides of plate；
4) two Screw arbor with nut at both-ends the installation of Screw arbor with nut at both-ends: are each passed through the institute in two inner corner trim formwork modules separately
The screw hole in back cord structure is stated, two Screw arbor with nut at both-ends is made to be staggered to form X architecture, and passes through locking nut for the both ends of Screw arbor with nut at both-ends
It is fixed in the back cord structure, so that four inner corner trim formwork modules be made to surround a stable cross wall column molding space.
It has been found that there are Forming Qualities is poor, time duration is longer, material for the formwork way of traditional cross wall column
The problems such as waste is serious, labour demand is big, this has seriously affected the structure safety of dividing wall.
In the technical program, inner corner trim formwork module is produced, then staggeredly mutually draw by the diagonal of Screw arbor with nut at both-ends, realized ten
The formwork reinforcement reliability of the internal corner part of word wall column.
Further, the locking nut is shaped to pyramidal structure, and the installation of the Screw arbor with nut at both-ends specifically includes:
The locking nut is first mounted on to one end of the Screw arbor with nut at both-ends, the Screw arbor with nut at both-ends is then passed through alternate two
The inner corner trim formwork module, then the other end of the Screw arbor with nut at both-ends is installed into the locking nut；
Alternatively, the Screw arbor with nut at both-ends is first passed through two alternate inner corner trim formwork modules, then draw respectively at described Dui again
The both ends of screw rod are installed by the locking nut.
In the technical scheme, the locking nut of taper has certain intensity and cross-sectional width, can make Screw arbor with nut at both-ends
It rests on floor, and Screw arbor with nut at both-ends and floor is made to realize common stress.In this way, the locking nut of taper is realized locking screw
The effect that female and gasket is integrated, it is not necessary to add gasket again, save the use of component.
Further, the back cord structure includes two ribs being set on the inside of the gusset, two ribs point
It is not arranged along the length direction of the gusset, and is fixedly connected respectively with the two sides of the gusset；Between two ribs
Several floors are arranged at intervals with, the two sides of the floor are fixedly connected with two ribs respectively.
In this way, improving component strength for being connected between two ribs by lateral floor.
Further, the screw hole is opened on the floor.
Further, vertically arranged ribs, the ribs and the gusset are additionally provided on the inside of the gusset
Inner corner trim connection.
In this way, further enhancing the intensity of back cord structure and gusset.
Further, the end of the Screw arbor with nut at both-ends is then passed through after passing through the ribs and is fixed on the floor
On.
Detailed description of the invention
Fig. 1 is the structural schematic diagram for applying the cross wall column of the method for the present invention.
Fig. 2 is the structural schematic diagram of Screw arbor with nut at both-ends of the invention.
Fig. 3 is the structural schematic diagram of inner corner trim formwork module of the invention.
Fig. 4 is the schematic perspective view at inner corner trim formwork module of the invention.
Drawing reference numeral explanation: gusset 1；Screw arbor with nut at both-ends 2；Locking nut 3；Rib 4；Floor 5；Ribs 6；Screw hole 7.
Specific embodiment
Below with reference to example attached drawing, the present invention is described in further detail.
When specific implementation: as shown in Figures 1 to 4, a kind of mold method of cross wall column, it is characterized in that, including it is following
Step:
1) inner corner trim formwork module is prepared, the inner corner trim formwork module includes gusset 1, and the cross section of the gusset 1 is shaped to L-type
Structure, the inside of the gusset 1 is provided with back cord structure, and offers screw hole 7 in the back cord structure.
2) the wall form processing of cross wall wall: four groups of wall forms are built in cross distribution, and four groups of wall forms
Between be reserved with space；When practice of construction, every group of wall form includes two side templates, two outsides and adjacent two of the gusset 1
The medial surface of side template is concordant, and is fixedly connected with side template.
3) installation of inner corner trim formwork module: four above-mentioned inner corner trim formwork modules are respectively arranged at described in adjacent two
Between the adjacent two sides of wall form.
4) two Screw arbor with nut at both-ends 2 installation of Screw arbor with nut at both-ends: are each passed through two inner corner trim formwork modules separately
On the back cord structure on screw hole 7, so that two Screw arbor with nut at both-ends 2 is staggered to form X architecture, and will be to drawing by locking nut 3
The both ends of screw rod 2 are fixed in the back cord structure, so that four inner corner trim formwork modules be made to surround a stable cross wall column
Molding space.
It has been found that there are Forming Qualities is poor, time duration is longer, material for the formwork way of traditional cross wall column
The problems such as waste is serious, labour demand is big, this has seriously affected the structure safety of dividing wall.
In the technical program, inner corner trim formwork module has been produced, will be connected between two ribs by lateral floor, improved
Component strength, then staggeredly mutually drawn by the diagonal of Screw arbor with nut at both-ends, the formwork reinforcement for realizing the internal corner part of cross wall column can
By property.
Wherein, the locking nut 3 is shaped to pyramidal structure, and the installation of the Screw arbor with nut at both-ends 2 specifically includes:
The locking nut 3 is first mounted on to one end of the Screw arbor with nut at both-ends 2, is then passed through the Screw arbor with nut at both-ends 2 alternate
Two inner corner trim formwork modules, then the other end of the Screw arbor with nut at both-ends 2 is installed into the locking nut 3.
Alternatively, the Screw arbor with nut at both-ends 2 is first passed through alternate two (upper alternate clockwise or counterclockwise) inner corner trim branch
Then mould module installs the locking nut 3 at the both ends of the Screw arbor with nut at both-ends 2 respectively again.
In the technical scheme, the locking nut of taper has certain intensity and cross-sectional width, can make Screw arbor with nut at both-ends
It rests on floor, and Screw arbor with nut at both-ends and floor is made to realize common stress.In this way, the locking nut of taper is realized locking screw
The effect that female and gasket is integrated, it is not necessary to add gasket again, save the use of component.
Wherein, vertically arranged ribs 6,6 He of ribs are additionally provided between the back cord structure and the gusset 1
The inner corner trim of the gusset 1 connects, and the end of the Screw arbor with nut at both-ends 2 is then passed through after the ribs 6 and is fixed on described
On floor 5.
In this way, further enhancing the intensity of back cord structure and gusset.
When implementation, the inner corner trim formwork module is that the structure to be formed is manufactured using aluminum alloy materials.
Claims (6)
1. a kind of mold method of cross wall column, which comprises the following steps:
1) inner corner trim formwork module is prepared, the inner corner trim formwork module includes gusset, and the cross section of the gusset is shaped to the knot of L-type
Structure is provided with back cord structure on the inside of the gusset, and offers screw hole in the back cord structure；
2) the wall form processing of cross wall wall: four groups of wall forms are built in cross distribution, and between four groups of wall forms
It is reserved with space；
3) four above-mentioned inner corner trim formwork modules the installation of inner corner trim formwork module: are respectively arranged at the wall mould of adjacent two
Between the adjacent two sides of plate；
4) two Screw arbor with nut at both-ends the installation of Screw arbor with nut at both-ends: are each passed through the institute in two inner corner trim formwork modules separately
The screw hole in back cord structure is stated, two Screw arbor with nut at both-ends is made to be staggered to form X architecture, and passes through locking nut for the both ends of Screw arbor with nut at both-ends
It is fixed in the back cord structure, so that four inner corner trim formwork modules be made to surround a stable cross wall column molding space.
2. the mold method of cross wall column as described in claim 1, which is characterized in that the locking nut is shaped to taper knot
The installation of structure, the Screw arbor with nut at both-ends specifically includes:
The locking nut is first mounted on to one end of the Screw arbor with nut at both-ends, the Screw arbor with nut at both-ends is then passed through alternate two
The inner corner trim formwork module, then the other end of the Screw arbor with nut at both-ends is installed into the locking nut；
Alternatively, the Screw arbor with nut at both-ends is first passed through two alternate inner corner trim formwork modules, then draw respectively at described Dui again
The both ends of screw rod are installed by the locking nut.
3. the mold method of cross wall column as described in claim 1, which is characterized in that the back cord structure includes two settings
Rib on the inside of the gusset, two ribs respectively along the gusset length direction be arranged, and respectively with the angle
The two sides of plate are fixedly connected；Be arranged at intervals with several floors between two ribs, the two sides of the floor respectively with institute
Two ribs are stated to be fixedly connected.
4. the mold method of cross wall column as claimed in claim 3, which is characterized in that the screw hole is opened in the floor
On.
5. the mold method of cross wall column as claimed in claim 4, which is characterized in that be additionally provided on the inside of the gusset vertical
The ribs of setting, the ribs are connected with the inner corner trim of the gusset.
6. the mold method of cross wall column as claimed in claim 5, which is characterized in that the end of the Screw arbor with nut at both-ends passes through institute
It is then passed through and is fixed on the floor after stating ribs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910363735.3A CN110005199A (en) | 2019-04-30 | 2019-04-30 | The mold method of cross wall column |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910363735.3A CN110005199A (en) | 2019-04-30 | 2019-04-30 | The mold method of cross wall column |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110005199A true CN110005199A (en) | 2019-07-12 |
Family
ID=67175386
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910363735.3A Pending CN110005199A (en) | 2019-04-30 | 2019-04-30 | The mold method of cross wall column |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110005199A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243907A (en) * | 2013-05-10 | 2013-08-14 | 江苏南通二建集团有限公司 | Novel shear wall template reinforcing system |
| CN203961287U (en) * | 2014-06-24 | 2014-11-26 | 中建八局大连建设工程有限公司 | A kind of L-type inner corner trim die clamper |
| CN104727548A (en) * | 2015-02-11 | 2015-06-24 | 河北建设集团安装工程有限公司 | Fast assembling and disassembling device for wall internal corner die plate |
| CN107386637A (en) * | 2017-07-28 | 2017-11-24 | 中国建筑第二工程局有限公司 | A kind of shear wall negative and positive angle construction mould and operating method |
| CN207131072U (en) * | 2017-07-05 | 2018-03-23 | 中建三局第二建设工程有限责任公司 | A kind of super thick shear wall corner template reinforcing device |
| CN207878928U (en) * | 2017-06-28 | 2018-09-18 | 中建三局集团有限公司 | A kind of filling walling constructional column sizing punching block |
| JP2018193842A (en) * | 2017-05-18 | 2018-12-06 | 株式会社 ▲高▼▲橋▼監理 | Column form without separator in reinforcement concrete building |
-
2019
- 2019-04-30 CN CN201910363735.3A patent/CN110005199A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103243907A (en) * | 2013-05-10 | 2013-08-14 | 江苏南通二建集团有限公司 | Novel shear wall template reinforcing system |
| CN203961287U (en) * | 2014-06-24 | 2014-11-26 | 中建八局大连建设工程有限公司 | A kind of L-type inner corner trim die clamper |
| CN104727548A (en) * | 2015-02-11 | 2015-06-24 | 河北建设集团安装工程有限公司 | Fast assembling and disassembling device for wall internal corner die plate |
| JP2018193842A (en) * | 2017-05-18 | 2018-12-06 | 株式会社 ▲高▼▲橋▼監理 | Column form without separator in reinforcement concrete building |
| CN207878928U (en) * | 2017-06-28 | 2018-09-18 | 中建三局集团有限公司 | A kind of filling walling constructional column sizing punching block |
| CN207131072U (en) * | 2017-07-05 | 2018-03-23 | 中建三局第二建设工程有限责任公司 | A kind of super thick shear wall corner template reinforcing device |
| CN107386637A (en) * | 2017-07-28 | 2017-11-24 | 中国建筑第二工程局有限公司 | A kind of shear wall negative and positive angle construction mould and operating method |
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| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | 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 |
Application publication date: 20190712 |
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| RJ01 | Rejection of invention patent application after publication |