CN103114725A - Chuck type split bolt formwork erecting method - Google Patents
Chuck type split bolt formwork erecting method Download PDFInfo
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- CN103114725A CN103114725A CN2013100419699A CN201310041969A CN103114725A CN 103114725 A CN103114725 A CN 103114725A CN 2013100419699 A CN2013100419699 A CN 2013100419699A CN 201310041969 A CN201310041969 A CN 201310041969A CN 103114725 A CN103114725 A CN 103114725A
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- formworks
- dop
- template
- channel
- split bolt
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- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention discloses a chuck type split bolt formwork erecting method. The method comprises the following steps: nuts, clamps shaped like a Chinese character 'shan' and channel steels with rings are prepared, chucks are formed by connection of the nuts, the clamps shaped like the Chinese character 'shan' and the channel steels; screw holes are formed in the side formworks of wallboards; wood beams and formworks are prepared, the channel steels, the wood beams and the formworks are fixed to form a whole through screws; the installed formworks are hung into deformation joint portions through the rings arranged on the channel steels; split screws penetrate from the interior side to exterior side through polyvinyl chloride (PVC) pipes, the split screws penetrate through the screw holes of the chucks, handles of screws are rotated to be screwed with the nuts so as to conduct installing reinforcement; formworks inside the wallboards are reinforced, the concretes are poured after passed inspection; the formworks on the inner side of the wallboards are reinforced, after the concrete is poured and maintained, the handles of the screws are screwed, the formworks are dismounted, the chucks dropped in the process of dismounting are collected, and the dismounted formworks can be used repeatedly. The chuck type split bolt formwork erecting method has the advantages of being convenient to construct and good in reinforcing effect.
Description
Technical field
The present invention relates to build the form erecting technology field, be specifically related to a kind of dop type split bolt mold method.
Background technology
In order to prevent because the factors such as temperature Change, uneven settlement of foundation and earthquake make building that the crack occur or cause destroying, at deformation sensitive position design variations seam, building is disconnected in advance during design.Deformation joint often width is less, brings inconvenience for formwork erection and the dismounting of deformation joint structure on two sides.Now often adopt conventional formwork system, very inconvenience when setting up and removing, and be subjected to spatial constraints, the split bolt layout that must misplace; Also have and adopt the method for filling the rigid foam plate between deformation joint, but consolidation effect is undesirable, and cystosepiment can't reclaim, additionally increase expense.
Summary of the invention
For the deficiency that prior art exists, the object of the present invention is to provide that a kind of easy construction, consolidation effect are good, the reusable dop type split bolt of parts mold method.
For achieving the above object, the invention provides following technical scheme: a kind of dop type split bolt mold method, it is characterized in that, comprise the following steps:
Step 1 is prepared nut, mountain type card and with the channel-section steel of suspension ring, and nut, mountain type card and channel-section steel three are connected to form dop;
By adopting technique scheme, nut, mountain type card, channel-section steel are welded with effect connect, form dop, Screw arbor with nut at both-ends is worn to an outdoor side by indoor, template is fixed, during stripping, the rotary screw handle can be completed, easy construction, consolidation effect is good.
The present invention further is set to: it is good that the wallboard side form in described step 2 is pressed the wall size assembly unit in advance.By this setting, the present invention processes convenient.
The present invention also further is set to: the bolt hole spacing in described step 2 should be determined by the spacing in the template construction scheme.By this setting, the present invention reinforces and is more prone to.
The present invention also further is set to: the suspension ring in described step 4 and channel-section steel adopt and are welded to connect.By this setting, work of the present invention is more reliable, and consolidation effect is better.
Advantage of the present invention is: mold method of the present invention is nut, mountain type card, channel-section steel to be welded with effect connect, and forms dop, and Screw arbor with nut at both-ends is worn to an outdoor side by indoor, template is fixed, during stripping, the rotary screw handle can be completed, the method easy construction, and consolidation effect is good.
The invention will be further described below in conjunction with specification drawings and specific embodiments.
Description of drawings
Fig. 1 is the structural representation of the embodiment of the present invention;
Fig. 2 is the assembling schematic diagram the during construction of A section in Fig. 1;
Fig. 3 is the assembling schematic diagram the during construction of B section in Fig. 1.
The specific embodiment
Referring to Fig. 1, Fig. 2 and Fig. 3, a kind of dop type split bolt mold method disclosed by the invention comprises the following steps:
Step 1 is prepared nut 1, mountain type card 2 and with the channel-section steel 3 of suspension ring 7, nut 1, mountain type card 2 and channel-section steel 3 threes is connected to form dop;
As preferably, the channel-section steel 3 in step 1 of the present invention can also adopt the replacements such as two steel pipes, square steel.Bolt hole spacing in described step 2 should be definite by the spacing in the template construction scheme, and the suspension ring 7 in described step 4 adopt with channel-section steel 3 and are welded to connect.
Above-described embodiment is to specific descriptions of the present invention; only be used for the present invention is further illustrated; can not be interpreted as the restriction to protection domain of the present invention, the technician of this area according to the content of foregoing invention, the present invention is made some nonessential improvement and adjust all fall into protection scope of the present invention within.
Claims (4)
1. a dop type split bolt mold method, is characterized in that, comprises the following steps:
Step 1 is prepared nut, mountain type card and with the channel-section steel of suspension ring, and nut, mountain type card and channel-section steel three are connected to form dop;
Step 2 is accomplished fluently screw hole on the wallboard side form;
Step 3, then prepare flitch and template, by screw, that the fixing formation of channel-section steel, flitch and template is whole;
Step 4 hangs in deformation joint by the suspension ring that are located on channel-section steel with mounted template;
Step 5 is worn Screw arbor with nut at both-ends to an outdoor side by indoor by pvc pipe, and with dop to the hole, handle and the nut of rotary screw are tightened, and reinforcing is installed;
Step 6 is reinforced the wallboard inner side template, after the assay was approved concreting;
Step 7, concreting and complete maintenance after, the rotary screw handle, stripping is collected the dop that drops during dismounting, the dismounting under template wait to reuse.
2. a kind of dop type split bolt mold method according to claim 1 is characterized in that: it is good that the wallboard side form in described step 2 is pressed the wall size assembly unit in advance.
3. a kind of dop type split bolt mold method according to claim 1 is characterized in that: the bolt hole spacing in described step 2 should be determined by the spacing in the template construction scheme.
4. a kind of dop type split bolt mold method according to claim 1 is characterized in that: the suspension ring in described step 4 and channel-section steel adopt and are welded to connect.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100419699A CN103114725A (en) | 2013-02-04 | 2013-02-04 | Chuck type split bolt formwork erecting method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013100419699A CN103114725A (en) | 2013-02-04 | 2013-02-04 | Chuck type split bolt formwork erecting method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN103114725A true CN103114725A (en) | 2013-05-22 |
Family
ID=48413154
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013100419699A Pending CN103114725A (en) | 2013-02-04 | 2013-02-04 | Chuck type split bolt formwork erecting method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN103114725A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350786A (en) * | 2015-11-04 | 2016-02-24 | 南京旭建新型建材股份有限公司 | Autoclaved lightweight concrete (ALC) board splicing method |
| CN106284978A (en) * | 2016-08-10 | 2017-01-04 | 中建新疆建工集团第建筑工程有限公司 | A kind of movement joint both sides shear wall synchronous construction technique and canalization template |
| CN110847603A (en) * | 2019-11-27 | 2020-02-28 | 广西建工集团第五建筑工程有限责任公司 | Formwork fixing device for construction engineering and construction method thereof |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20060150573A1 (en) * | 2004-12-23 | 2006-07-13 | Elliott Albert C Jr | Method of framing a building shear wall structure compatible with conventional interior or exterior finishing materials and subsurface panel for use therewith |
| CN201268943Y (en) * | 2008-08-26 | 2009-07-08 | 江苏南通二建集团有限公司 | Novel dual-shearing force deformation joint template |
| CN201474292U (en) * | 2009-07-30 | 2010-05-19 | 中建三局建设工程股份有限公司 | Midsize template assembled large template |
| CN101892742A (en) * | 2010-06-21 | 2010-11-24 | 陕西省第三建筑工程公司 | High low building-cross deformation joint low section shear wall construction method |
| CN202611233U (en) * | 2012-07-06 | 2012-12-19 | 宁波东新建筑有限公司 | Template for pouring double-way shear wall with deformation joint in the middle |
| CN202627491U (en) * | 2012-06-14 | 2012-12-26 | 中铁四局集团建筑工程有限公司 | Forming template for deformation joint position shear wall of high-rise building |
-
2013
- 2013-02-04 CN CN2013100419699A patent/CN103114725A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20060150573A1 (en) * | 2004-12-23 | 2006-07-13 | Elliott Albert C Jr | Method of framing a building shear wall structure compatible with conventional interior or exterior finishing materials and subsurface panel for use therewith |
| CN201268943Y (en) * | 2008-08-26 | 2009-07-08 | 江苏南通二建集团有限公司 | Novel dual-shearing force deformation joint template |
| CN201474292U (en) * | 2009-07-30 | 2010-05-19 | 中建三局建设工程股份有限公司 | Midsize template assembled large template |
| CN101892742A (en) * | 2010-06-21 | 2010-11-24 | 陕西省第三建筑工程公司 | High low building-cross deformation joint low section shear wall construction method |
| CN202627491U (en) * | 2012-06-14 | 2012-12-26 | 中铁四局集团建筑工程有限公司 | Forming template for deformation joint position shear wall of high-rise building |
| CN202611233U (en) * | 2012-07-06 | 2012-12-19 | 宁波东新建筑有限公司 | Template for pouring double-way shear wall with deformation joint in the middle |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105350786A (en) * | 2015-11-04 | 2016-02-24 | 南京旭建新型建材股份有限公司 | Autoclaved lightweight concrete (ALC) board splicing method |
| CN106284978A (en) * | 2016-08-10 | 2017-01-04 | 中建新疆建工集团第建筑工程有限公司 | A kind of movement joint both sides shear wall synchronous construction technique and canalization template |
| CN110847603A (en) * | 2019-11-27 | 2020-02-28 | 广西建工集团第五建筑工程有限责任公司 | Formwork fixing device for construction engineering and construction method thereof |
| CN110847603B (en) * | 2019-11-27 | 2024-03-29 | 广西建工第五建筑工程集团有限公司 | Template fixing device for construction engineering and construction method thereof |
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| C06 | Publication | ||
| PB01 | Publication | ||
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| SE01 | Entry into force of request for substantive examination | ||
| C05 | Deemed withdrawal (patent law before 1993) | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20130522 |