CN113445729A - Building template slab staggering prevention joint connection method - Google Patents
Building template slab staggering prevention joint connection method Download PDFInfo
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- CN113445729A CN113445729A CN202110822469.3A CN202110822469A CN113445729A CN 113445729 A CN113445729 A CN 113445729A CN 202110822469 A CN202110822469 A CN 202110822469A CN 113445729 A CN113445729 A CN 113445729A
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- splicing
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- socket
- templates
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- 238000000034 method Methods 0.000 title claims abstract description 23
- 230000002265 prevention Effects 0.000 title claims description 7
- 230000007306 turnover Effects 0.000 claims abstract description 20
- 238000009434 installation Methods 0.000 claims abstract description 10
- 238000005553 drilling Methods 0.000 claims abstract description 4
- 238000012545 processing Methods 0.000 claims abstract description 4
- 229920003023 plastic Polymers 0.000 claims description 6
- 239000004033 plastic Substances 0.000 claims description 6
- 230000000694 effects Effects 0.000 claims description 5
- 239000000463 material Substances 0.000 claims description 4
- 239000007769 metal material Substances 0.000 claims description 3
- 230000006978 adaptation Effects 0.000 claims description 2
- 230000002146 bilateral effect Effects 0.000 claims description 2
- 238000003780 insertion Methods 0.000 claims description 2
- 230000037431 insertion Effects 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 15
- 238000009415 formwork Methods 0.000 description 15
- 230000007547 defect Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000002035 prolonged effect Effects 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000008092 positive effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000012546 transfer Methods 0.000 description 1
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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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/02—Forming boards or similar elements
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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
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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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The invention relates to a building template mistake proofing platform splicing joint connecting method, which is characterized by comprising the following steps: the method comprises the following steps: s1, processing a seam fastening device; s2, selecting a template: selecting building templates with proper size and quantity according to a place to be paved, and drilling positioning mounting holes on the four side surfaces of each building template at intervals; s3, assembling to form a new assembled turnover template: respectively installing a limiting plug block and a limiting bearing block of the tailored blank fastening device processed in the step S1 on two opposite sides of the bottom surface of each building template drilled with the positioning installation holes in the step S2 through bolts to form a new assembled turnover template; s4, laying and splicing a plurality of new assembled turnover templates formed by S2; and S5, sliding the movable rod on the splicing and fastening device to the other side to realize the splicing of the adjacent templates. The invention ensures the flatness of the splicing seams of the spliced templates, improves the concrete pouring quality, has high splicing and dismounting efficiency, shortens the construction period and prolongs the turnover service life of the templates.
Description
Technical Field
The invention belongs to the technical field of buildings, relates to a building template joint splicing technology, and particularly relates to a building template slab staggering prevention joint splicing connection method.
Background
The existing concrete structure uses a large number of templates in construction, and because the size of the templates is limited, a plurality of templates are needed to be spliced for use, so that the common defects of splicing leakage, slab staggering and the like are encountered, and the quality of engineering construction and the operation site environment are always influenced; therefore, in many projects, the problem of slab staggering is solved by connecting screws between adjacent building templates through connecting strips, but the building templates need to be repeatedly assembled and disassembled for use in the project construction, the connection mode easily causes the damage of the templates and the reduction of the turnover rate, and simultaneously, the construction time is greatly increased, so that the construction cost is increased.
No patent documents relevant to the present application were found by search.
Disclosure of Invention
The invention aims to overcome the defects of the prior art and provide the building template slab staggering prevention and splicing connection method which can play a role in connecting and fastening adjacent templates, simultaneously ensure the smooth connection of the adjacent templates, prevent slab staggering, prolong the service life of the building templates and shorten the construction period.
The technical problem to be solved by the invention is realized by adopting the following technical scheme:
a building template dislocation prevention joint connection method is characterized by comprising the following steps: the method comprises the following steps:
s1, processing a seam fastening device;
s2, selecting a template
Selecting building templates with proper size and quantity according to a place to be paved, and drilling positioning mounting holes on the four side surfaces of each building template at intervals;
s3, assembling to form a new assembled turnover template;
respectively installing a limiting plug block and a limiting bearing block of the tailored blank fastening device processed in the step S1 on two opposite sides of the bottom surface of each building template drilled with the positioning installation holes in the step S2 through bolts to form a new assembled turnover template;
s4, laying and splicing a plurality of new assembled turnover templates formed by S2;
and S5, sliding the movable rod on the splicing and fastening device to the other side to realize the splicing of the adjacent templates.
Moreover, the concrete structure that the piece was fixed and is put does:
the limiting socket comprises a limiting socket block and a limiting plug block, wherein the limiting socket block comprises a socket block body, a slot is formed in the surface of the socket block body, mounting parts are symmetrically formed in two sides of the socket block body, a plurality of mounting holes are formed in the mounting parts, the limiting plug block comprises a fixed socket and a movable plug tongue which is slidably mounted on the fixed socket, and a movable rod is vertically and fixedly mounted in the middle of the movable plug tongue; fixed socket includes socket ontology, socket ontology surface system has the slot with activity bolt looks adaptation, socket ontology is last that middle part still has the movable rod slotted hole that slides, socket ontology bilateral symmetry system has the installation department, all system has a plurality of mounting holes on the installation department, spacing first piece of holding and spacing plug piece are all installed on building templates through installed part and mounting hole cooperation, and the removal activity is inserted the bolt and is realized adjacent template connection.
In addition, in the step S3, a plurality of limiting plug blocks and limiting head-bearing blocks of the splice fastening device are provided, and the positions of the limiting plug blocks and the limiting head-bearing blocks of the splice fastening device provided on the single template correspond to each other from left to right, and the limiting plug blocks of the plurality of splice fastening devices or the limiting head-bearing blocks of the plurality of splice fastening devices are provided at fixed intervals.
And the spacing between the limiting plug blocks of the plurality of seam fastening devices or between the limiting bearing head blocks of the plurality of seam fastening devices is 200mm-450 mm.
Moreover, the movable inserting tongue is of a strip-shaped structure, and two sides of the end part of the movable inserting tongue are made into chamfers.
And the width of the slot of the limiting bearing block is larger than that of the slot on the fixed socket of the limiting plug block.
And the width of the slot of the limit socket block is 4/3 of the width of the movable plug tongue of the limit plug block.
And, spacing end piece, activity latch and fixed socket are the plastics material, the movable rod adopts the metal material.
Moreover, the steps S1, S2 and S3 are all finished in the factory.
And the length of the movable inserting tongue is 160 mm-200 mm.
The invention has the advantages and positive effects that:
the method is scientific and reasonable, has a simple structure and is easy to implement, the work of the built splicing seam is reliable and the service life is long, the defects of poor seam reliability, short reliable service life, large field construction workload, low efficiency, high cost and the like of the existing field installation bolt are overcome, and the method is a great innovation in the technical field and has strong practicability and valuable market application prospect.
According to the invention, the limit bearing block and the limit plug block are respectively fixed on the adjacent templates through bolts, the templates are aligned, and the adjacent templates can be connected together only by moving the movable rod of the limit plug block, so that the adjacent templates are fastened together. The splicing seams between the formworks are effectively reduced, the flatness of splicing seam positions of the formworks is guaranteed, concrete leakage is reduced, the concrete pouring quality is improved, the formworks can be separated only by moving the movable rods in the direction when the formworks are disassembled, the formwork disassembling efficiency is greatly improved, the construction period is shortened, the formwork bodies are protected, and the turnover service life of the formworks is prolonged.
Drawings
FIG. 1 is a flow chart of the template seam fastening method provided by the invention.
FIG. 2 is a schematic structural view of a limit bearing block and a limit plug block according to the present invention;
FIG. 3 is an exploded view of a spacing block of the present invention;
FIG. 4 is a state diagram illustrating the insertion of the present invention;
FIG. 5 is a disassembled view of the present invention;
FIG. 6 is a state diagram of the present invention mounted on a building form for limited splicing.
Detailed Description
The present invention will be described in further detail with reference to the following embodiments, which are illustrative only and not limiting, and the scope of the present invention is not limited thereby.
A building template dislocation prevention joint connection method comprises the following steps:
s1 processing a seam fastening device;
s2 selecting a template
Selecting building templates with proper size and quantity according to a place to be paved, and drilling positioning mounting holes on the four side surfaces of each building template at intervals;
s3, assembling to form a new assembled turnover template;
respectively installing the limiting plug block and the limiting bearing block of the abutted seam fastening device processed in the step S1 on the two opposite sides of the bottom surface of each building template drilled with the positioning installation holes in the step S2 through bolts to form a new assembled turnover template;
s4 laying and splicing a plurality of new assembled turnover templates formed in the step S2;
s5, the movable rod on the splicing and fastening device slides to the other side to realize the splicing of the adjacent templates.
Wherein, the steps S1, S2 and S3 can be finished in the factory, and a new assembled turnover template is formed.
In step S1, the concrete structure of the tailored blank fastening device is as follows:
the splicing and fastening device comprises a limiting bearing block 1 and a limiting plug block, wherein the limiting bearing block 1 and the limiting plug block are used for connecting adjacent templates, the limiting bearing block comprises a bearing block body 1-1, a slot 1-4 is formed in the lower surface of the bearing block body, mounting parts 1-2 are symmetrically formed in two sides of the bearing block body, a plurality of mounting holes 1-3 are formed in the mounting parts, and the limiting bearing block is mounted on the lower surface of the plastic template through mounting parts during mounting; the limiting plug block comprises a fixed socket 3 and a movable inserting tongue 2 which is slidably arranged on the fixed socket, the movable inserting tongue is of a long strip-shaped structure 2-1, and a movable rod 2-2 is fixedly arranged in the middle of the upper surface of the movable inserting tongue; the fixed socket comprises a socket body 3-2, wherein a slot 3-5 matched with the movable plug tongue is formed in the lower surface of the socket body, a movable rod sliding slot hole 3-1 is formed in the middle of the upper surface of the socket body, mounting parts 3-3 are symmetrically formed in two sides of the socket body, a plurality of mounting holes 3-4 are formed in the mounting parts, when the fixed socket is mounted, the movable plug tongue and the fixed socket are inserted together, and then the fixed socket is mounted on the lower surface of a plastic template through bolts, so that the whole limiting plug block is mounted on the template;
in the specific implementation of the invention, in order to enable the movable inserting tongue of the limiting plug block to be better inserted into the slot of the limiting head block, chamfers are made on two sides of the end part of the movable inserting tongue, so that the movable inserting tongue has a guiding function;
furthermore, the width of the slot of the limiting socket block is larger than that of the slot on the fixed socket of the limiting plug block, and the width of the slot of the limiting socket block is 4/3 of the width of the movable plug tongue of the limiting plug block, so that socket joint can be realized under the condition that the limiting socket block and the limiting plug block are not aligned well;
in the specific implementation of the invention, the limiting bearing block, the movable inserting tongue and the fixed socket are all made of plastic materials, and the movable rod is made of metal materials; the plastic material is adopted, so that the cost is low, the weight of the template is not increased, and the connection strength between the templates is increased;
in the specific implementation of the invention, in order to make the template hoisting more convenient, the top of the movable rod is also provided with a hoisting hole (not shown in the figure), when the assembled turnover template is provided with the device, a constructor can hoist, lay or hoist and transfer the template through the hoisting hole; the construction efficiency is greatly improved;
in a specific embodiment of the invention, the mounting member is a self-tapping screw.
In order to enable the limiting device to bear the pressure generated when concrete is poured on the formwork, the length of the movable inserting tongue is 160 mm-200 mm.
Step S4, laying and splicing a plurality of new assembled turnover templates formed in the step S2; the construction method specifically means that a plurality of templates are spliced to form the size and the shape required by construction, and the construction method not only comprises the step of splicing a plurality of small templates to form a large template, but also comprises the step of splicing a plurality of templates into a closed quadrangular prism.
Step S3 further includes: the spacing plug piece of piece fastener and spacing head piece that holds set up a plurality ofly, and the position left and right correspondence of the spacing plug piece of piece fastener that sets up on monolithic template and spacing head piece that holds, and the spacing plug piece of a plurality of piece fasteners or spacing head piece that holds of a plurality of piece fasteners with fixed interval setting, if can select 200mm or 300mm, in order to guarantee the fastening degree of the piece between adjacent template, the interval between piece fastener is not more than 450mm usually, specific interval can be adjusted according to the construction needs.
The invention is a bolt principle, before using, firstly, the movable bolt of a limit plug block is slidably mounted with a fixed socket, then the limit plug block and a limit bearing block are respectively mounted on two sides of the lower surface of a building template through self-tapping screws, and form a whole with the building template, and are used together with the building template in a turnover way, when the templates are required to be spliced, two templates with limit devices are aligned, (wherein the limit plug block is mounted on one side of one template, and the limit bearing block is mounted on one side of the other template), and then a movable rod is moved to slide the movable bolt into a slot of the limit bearing block to realize connection, so that the connection and the splicing fixation of two adjacent templates are realized, the splicing between the adjacent templates are obviously reduced, the flatness of the splicing positions of the templates is improved, and the splicing leakage of the templates is reduced; and the device simple structure, the installation effectiveness is high, convenient to use, when needs form removal, only need to move the movable rod to reverse direction can two building templates separate.
According to the invention, the limit bearing block and the limit plug block are respectively fixed on the adjacent templates through bolts, the templates are aligned, and the adjacent templates can be connected together only by moving the movable rod of the limit plug block, so that the adjacent templates are fastened together. The splicing seams between the formworks are effectively reduced, the flatness of splicing seam positions of the formworks is guaranteed, concrete leakage is reduced, the concrete pouring quality is improved, the formworks can be separated only by moving the movable rods in the direction when the formworks are disassembled, the formwork disassembling efficiency is greatly improved, the construction period is shortened, the formwork bodies are protected, and the turnover service life of the formworks is prolonged.
Although the embodiments of the present invention and the accompanying drawings are disclosed for illustrative purposes, those skilled in the art will appreciate that: various substitutions, changes and modifications are possible without departing from the spirit and scope of the invention and the appended claims, and therefore the scope of the invention is not limited to the disclosure of the embodiments and the accompanying drawings.
Claims (10)
1. A building template dislocation prevention joint connection method is characterized by comprising the following steps: the method comprises the following steps:
s1, processing a seam fastening device;
s2, selecting a template
Selecting building templates with proper size and quantity according to a place to be paved, and drilling positioning mounting holes on the four side surfaces of each building template at intervals;
s3, assembling to form a new assembled turnover template;
respectively installing a limiting plug block and a limiting bearing block of the tailored blank fastening device processed in the step S1 on two opposite sides of the bottom surface of each building template drilled with the positioning installation holes in the step S2 through bolts to form a new assembled turnover template;
s4, laying and splicing a plurality of new assembled turnover templates formed by S2;
and S5, sliding the movable rod on the splicing and fastening device to the other side to realize the splicing of the adjacent templates.
2. The building template mistake proofing platform splicing seam connecting method according to claim 1, characterized in that: the concrete structure of the abutted seam fastening device is as follows:
the limiting socket comprises a limiting socket block and a limiting plug block, wherein the limiting socket block comprises a socket block body, a slot is formed in the surface of the socket block body, mounting parts are symmetrically formed in two sides of the socket block body, a plurality of mounting holes are formed in the mounting parts, the limiting plug block comprises a fixed socket and a movable plug tongue which is slidably mounted on the fixed socket, and a movable rod is vertically and fixedly mounted in the middle of the movable plug tongue; fixed socket includes socket ontology, socket ontology surface system has the slot with activity bolt looks adaptation, socket ontology is last that middle part still has the movable rod slotted hole that slides, socket ontology bilateral symmetry system has the installation department, all system has a plurality of mounting holes on the installation department, spacing first piece of holding and spacing plug piece are all installed on building templates through installed part and mounting hole cooperation, and the removal activity is inserted the bolt and is realized adjacent template connection.
3. The building template mistake proofing platform splicing seam connecting method according to claim 1, characterized in that: the limiting plug blocks and the limiting bearing blocks of the splicing and fastening devices in the S3 are arranged in a plurality, the limiting plug blocks and the limiting bearing blocks of the splicing and fastening devices arranged on the single template correspond to each other in position from left to right, and the limiting plug blocks of the splicing and fastening devices or the limiting bearing blocks of the splicing and fastening devices are arranged at fixed intervals.
4. The building template wrong-way joint connecting method according to claim 3, characterized in that: the spacing between the limiting plug blocks of the plurality of seam fastening devices or between the limiting bearing head blocks of the plurality of seam fastening devices is 200mm-450 mm.
5. The building template mistake proofing platform seam connection method according to claim 2, characterized in that: the movable inserting tongue is of a strip-shaped structure, and two sides of the end part of the movable inserting tongue are made into chamfers.
6. The building template mistake proofing platform seam connection method according to claim 2, characterized in that: the width of the slot of the limiting bearing block is larger than that of the slot on the fixed socket of the limiting plug block.
7. The building template mistake proofing platform seam connection method according to claim 2, characterized in that: the width of the slot of the limit socket block is 4/3 of the width of the movable plug tongue of the limit plug block.
8. The building template mistake proofing platform seam connection method according to claim 2, characterized in that: the limiting bearing block, the movable inserting tongue and the fixed socket are all made of plastic materials, and the movable rod is made of metal materials.
9. The building template mistake proofing platform splicing seam connecting method according to claim 1, characterized in that: the steps S1, S2 and S3 are all finished in the factory.
10. The building template mistake proofing platform seam connection method according to claim 2, characterized in that: the length of the movable insertion tongue is 160 mm-200 mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110822469.3A CN113445729A (en) | 2021-07-21 | 2021-07-21 | Building template slab staggering prevention joint connection method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110822469.3A CN113445729A (en) | 2021-07-21 | 2021-07-21 | Building template slab staggering prevention joint connection method |
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| Publication Number | Publication Date |
|---|---|
| CN113445729A true CN113445729A (en) | 2021-09-28 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110822469.3A Pending CN113445729A (en) | 2021-07-21 | 2021-07-21 | Building template slab staggering prevention joint connection method |
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| CN (1) | CN113445729A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008115591A (en) * | 2006-11-02 | 2008-05-22 | Kenichi Hiraga | Concrete unit form sliding method, concrete unit form supporting fitting, concrete form fastening fitting, and lateral batten holding fitting |
| CN203051357U (en) * | 2013-01-16 | 2013-07-10 | 珠海格力电器股份有限公司 | Bolt subassembly and contain panel components, air conditioner of this bolt subassembly |
| CN104675113A (en) * | 2015-02-12 | 2015-06-03 | 富于安（福建）环保模板有限公司 | Connecting clamp of concrete template |
| CN110284704A (en) * | 2019-07-10 | 2019-09-27 | 浙江中清大建筑产业化有限公司 | A kind of Assembled Building board post poured band formwork edge joint structure and its construction method |
| CN210679893U (en) * | 2019-09-25 | 2020-06-05 | 东莞市瑞兴纸制品有限公司 | Honeycomb paperboard compacting device |
| CN212336742U (en) * | 2020-05-21 | 2021-01-12 | 赵修磊 | Building templates that be convenient for aggregate erection that building engineering used |
| CN113089918A (en) * | 2021-04-16 | 2021-07-09 | 邓申付 | Construction method for mounting abutted seam filler of prefabricated composite floor slab |
-
2021
- 2021-07-21 CN CN202110822469.3A patent/CN113445729A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2008115591A (en) * | 2006-11-02 | 2008-05-22 | Kenichi Hiraga | Concrete unit form sliding method, concrete unit form supporting fitting, concrete form fastening fitting, and lateral batten holding fitting |
| CN203051357U (en) * | 2013-01-16 | 2013-07-10 | 珠海格力电器股份有限公司 | Bolt subassembly and contain panel components, air conditioner of this bolt subassembly |
| CN104675113A (en) * | 2015-02-12 | 2015-06-03 | 富于安（福建）环保模板有限公司 | Connecting clamp of concrete template |
| CN110284704A (en) * | 2019-07-10 | 2019-09-27 | 浙江中清大建筑产业化有限公司 | A kind of Assembled Building board post poured band formwork edge joint structure and its construction method |
| CN210679893U (en) * | 2019-09-25 | 2020-06-05 | 东莞市瑞兴纸制品有限公司 | Honeycomb paperboard compacting device |
| CN212336742U (en) * | 2020-05-21 | 2021-01-12 | 赵修磊 | Building templates that be convenient for aggregate erection that building engineering used |
| CN113089918A (en) * | 2021-04-16 | 2021-07-09 | 邓申付 | Construction method for mounting abutted seam filler of prefabricated composite floor slab |
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Application publication date: 20210928 |
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