CN106930523A - A kind of concrete structure catch pit detachable template reinforcement technique - Google Patents
A kind of concrete structure catch pit detachable template reinforcement technique Download PDFInfo
- Publication number
- CN106930523A CN106930523A CN201710149043.XA CN201710149043A CN106930523A CN 106930523 A CN106930523 A CN 106930523A CN 201710149043 A CN201710149043 A CN 201710149043A CN 106930523 A CN106930523 A CN 106930523A
- Authority
- CN
- China
- Prior art keywords
- channel
- template
- section steel
- catch pit
- concrete structure
- 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
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
- E04G9/00—Forming or shuttering elements for general use
- E04G9/08—Forming boards or similar elements, which are collapsible, foldable, or able to be rolled up
-
- 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
Landscapes
- 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 discloses a kind of concrete structure catch pit detachable template reinforcement technique, one cuboid formed frame is made with long stuff according to catch pit size in design drawing, using 10mm model sheetinstallats in cuboid formed frame surrounding side exterior surface and bottom surface outer surface, four side bottom-up installations of the template back arris on the inside of cuboid formed frame are made using the embedded lumps of wood of channel-section steel, bottom-up supported using channel-section steel successively at the middle part of the relatively short side of cuboid formed frame inner bottom surface two and two relative broadsides respectively, channel-section steel in each template back arris and being done be connected by bottom-up setting angle steel and fitted bolt between each channel-section steel for supporting.The present invention can effectively control basement water collection pit construction quality, and in concreting, template will not deform because of its pressure, and not only simple and practical, easy construction, moreover it is possible to save man-hour is recycled, and reduce construction cost.
Description
Technical field：
The present invention is to be related to building field, more particularly to a kind of concrete structure catch pit detachable template reinforcement technique.
Background technology：
Before the construction of basement concrete structure catch pit, it will usually according to the catch pit size on drawing, manufacture one
Individual sizing plank sheathing, after basement bottom board and catch pit reinforcement installation terminate, reserved collection is arranged on by this sizing plank sheathing
On the position of puddle, then carry out concreting.Sizing plank sheathing way is used with its convenient construction, economical and practical and generally made
With Normal practice is：According to drawing catch pit size, first a sizing model is fabricated to 5 × 10 lumps of wood, then 10 ㎜ are thick
Model sheetinstallat is on sizing model, then carries out in-site installation.But installed in this sizing plank sheathing of catch pit, often because mixed
Pressure when solidifying soil is poured, and template deformation is caused, or even damage, the catch pit deformation after shaping is in turn resulted in, and the later stage is not
It is readily removable except etc. phenomenon, directly affect the construction quality of catch pit.
It is indeformable in concreting to ensure catch pit in the construction of catch pit model sheetinstallat, take into account later stage template
The factor such as remove, it is necessary to one kind can effectively control basement water collection pit construction quality, template is not because it is pressed in concreting
Power and the technology that deforms.
The content of the invention：
The technical problem to be solved in the present invention is：A kind of concrete structure catch pit detachable template reinforcement technique is provided, is used
The present invention can effectively control basement water collection pit construction quality, and in concreting, template does not deform because of its pressure.This
Invention is not only simple and practical, easy construction, moreover it is possible to save man-hour, recycles, and reduces construction cost, it is to avoid because there is concrete
Metaboly and after formulating processing scheme, a series of generation of extra charges when taking treatment measures.
A kind of concrete structure catch pit detachable template reinforcement technique of the present invention, comprises the following steps：
Step one：One cuboid formed frame is made with long stuff according to catch pit size in design drawing；
Step 2：Using the model sheetinstallat that thickness is 10mm in four outer surfaces of side of cuboid formed frame vertical direction
With the outer surface of bottom surface；
Step 3：The template back arris made using the embedded lumps of wood of channel-section steel are in four sides of cuboid formed frame vertical direction
The bottom-up installation in inner side, the spacing between two adjacent template back arris is 150mm~350mm；
Step 4：The middle part on every opposite both sides is bottom-up in bottom surface four edges inside cuboid formed frame makes successively
Supported with channel-section steel, the spacing between its adjacent channel-section steel is with the spacing between adjacent template back arris；
Step 5：Channel-section steel in each template back arris and do between each channel-section steel for supporting by bottom-up setting angle steel simultaneously
Fitted bolt is connected.
Further, the channel-section steel that template back arris are used in the step 3 is 8# channel-section steels.
Further, the spacing in the step 3 between the adjacent back cord of template is 200mm~300mm.
Further, channel-section steel is 8# channel-section steels in the step 4.
Further, angle steel is the angle steel of specification L5 × 5 in the step 5.
Further, the diameter of bolt is 12mm in the step 5.
The present invention has advantages below：(1) easy construction, simple and practical, effect are obvious；(2) catch pit is efficiently solved
The problem that template deforms by its pressure during concreting；(3) heretofore described material is dismountable and recycles, and reduces
Construction cost；(4) it is a series of extra when taking treatment measures after avoiding formulating processing scheme because there is concrete deformation phenomenon
The generation of expense.
Brief description of the drawings
Fig. 1 is floor map of the present invention.
Fig. 2 is elevational schematic view of the invention.
In figure：1. the catch pit of 2. template back arris of template, 3. channel-section steel, 4. angle steel, 5. bolt 6..
Specific embodiment
In order to preferably explain the present invention, come in the present invention is furture elucidated with specific embodiment below in conjunction with the accompanying drawings
Hold, but present disclosure is not limited only to following examples.
As depicted in figs. 1 and 2, a kind of concrete structure catch pit detachable template reinforcement technique, comprises the following steps：
Step one：Size according to catch pit in design drawing 6 makes a cuboid formed frame with long stuff；
Step 2：Using thickness for the template 1 of 10mm is arranged on four appearances of side of cuboid formed frame vertical direction
Face and the outer surface of bottom surface；
Step 3：The template back arris 2 made using the embedded lumps of wood of channel-section steel are in four sides of cuboid formed frame vertical direction
The bottom-up installation in inner side, spacing between two adjacent template back arris 2 is 150mm~350mm；
Step 4：The middle part on every opposite both sides is bottom-up in bottom surface four edges inside cuboid formed frame makes successively
Supported with channel-section steel 3, the spacing between its adjacent channel-section steel 3 is with the spacing between adjacent template back arris 2；
Step 5：Channel-section steel in each template back arris 2 and do between each channel-section steel 3 for supporting by bottom-up setting angle steel
4 and fitted bolt 5 be connected.
The channel-section steel that template back arris 2 are used in step 3 of the present invention can be 8# channel-section steels.
Spacing in step 3 of the present invention between adjacent template back arris 2 can be 200mm~300mm.
Channel-section steel 3 can be 8# channel-section steels in step 4 of the present invention.
Angle steel can be L5 × 5 angle steel for specification in step 5 of the present invention.The angle steel of specification L5 × 5 is distinguished for both sides
It is 5cm and orthogonal angle steel.
The diameter of bolt 5 can be 12mm in step 5 of the present invention.
Template back arris 2 are done using the embedded lumps of wood of channel-section steel in the present invention, can be very good to increase the intensity of template back arris 2, from
And ensure to occur without the phenomenon of quick-fried slurry during catch pit concreting；Using channel-section steel 3 as support, the channel-section steel in template back arris 2
Angle steel 4 is set between the channel-section steel 3 that supports and fitted bolt 5 is connected with doing, template back arris 2 can be made and done between the channel-section steel 3 for supporting
It is more firm, it is indeformable when can ensure concreting in construction, and facilitate the form removable in later stage；Each adjacent template back arris
The spacing between spacing and each adjacent channel-section steel 3 between 2 is identical and is set to 150mm~350mm, preferably 200mm~300mm,
The consolidation effect of template can be made more preferably, so as to ensure the quality of catch pit concrete construction；Setting to channel-section steel and angle steel specification
Caused in catch pit concreting with the setting of bolt specification, will not because pressure is excessive and caused by template and other materials
Damage.The present invention can effectively control basement water collection pit construction quality, and in concreting, template does not become because of its pressure
Shape, not only simple and practical, easy construction, moreover it is possible to save man-hour, recycles, and reduces construction cost, it is to avoid because there is concrete
Metaboly and after formulating processing scheme, a series of generation of extra charges when taking treatment measures.
Claims (6)
1. a kind of concrete structure catch pit detachable template reinforcement technique, it is characterised in that：Comprise the following steps：
Step one：One cuboid formed frame is made with long stuff according to catch pit size in design drawing；
Step 2：Using the template (1) that thickness is 10mm installed in four outer surfaces of side of cuboid formed frame vertical direction
With the outer surface of bottom surface；
Step 3：The template back arris (2) made using the embedded lumps of wood of channel-section steel are in four sides of cuboid formed frame vertical direction
The bottom-up installation in inner side, the spacing between two adjacent template back arris (2) is 150mm~350mm；
Step 4：Middle part per opposite both sides in bottom surface four edges inside cuboid formed frame is bottom-up successively using groove
Steel (3) is supported, and the spacing between its adjacent channel-section steel (3) is with the spacing between adjacent template back arris (2)；
Step 5：Channel-section steel in each template back arris (2) with do between each channel-section steel (3) for supporting by bottom-up setting angle steel
And fitted bolt (5) is connected (4).
2. a kind of concrete structure catch pit detachable template reinforcement technique according to claim 1, it is characterised in that：The step
The channel-section steel that template back arris (2) are used in three is 8# channel-section steels.
3. a kind of concrete structure catch pit detachable template reinforcement technique according to claim 1, it is characterised in that：The step
Spacing in three between adjacent template back arris (2) is 200mm~300mm.
4. a kind of concrete structure catch pit detachable template reinforcement technique according to claim 1, it is characterised in that：The step
Channel-section steel (3) is 8# channel-section steels in four.
5. a kind of concrete structure catch pit detachable template reinforcement technique according to claim 1, it is characterised in that：The step
Angle steel is the angle steel of specification L5 × 5 in five.
6. a kind of concrete structure catch pit detachable template reinforcement technique according to claim 1, it is characterised in that：The step
Bolt (5) a diameter of 12mm in five.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710149043.XA CN106930523A (en) | 2017-03-14 | 2017-03-14 | A kind of concrete structure catch pit detachable template reinforcement technique |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710149043.XA CN106930523A (en) | 2017-03-14 | 2017-03-14 | A kind of concrete structure catch pit detachable template reinforcement technique |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106930523A true CN106930523A (en) | 2017-07-07 |
Family
ID=59433138
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710149043.XA Pending CN106930523A (en) | 2017-03-14 | 2017-03-14 | A kind of concrete structure catch pit detachable template reinforcement technique |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106930523A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108868116A (en) * | 2018-07-27 | 2018-11-23 | 福建省中友俊建材科技有限公司 | A kind of construction aluminum alloy pattern plate |
| CN109252545A (en) * | 2018-10-31 | 2019-01-22 | 中国冶集团有限公司 | The construction method of concrete structure staple shaft |
| CN110106908A (en) * | 2019-05-13 | 2019-08-09 | 中国十七冶集团有限公司 | A kind of independent foundation under column concrete instead fills quickly peace and tears typified form open |
| CN110700297A (en) * | 2019-09-05 | 2020-01-17 | 中国十七冶集团有限公司 | Sump setting combined steel formwork and installation method thereof |
| CN115419260A (en) * | 2022-09-29 | 2022-12-02 | 中建八局第一建设有限公司 | Permanent prefabricated combined template system and construction method |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2663586Y (en) * | 2003-10-14 | 2004-12-15 | 北京中建柏利工程技术发展有限公司 | Whole-plate rolled U-shaped section bar |
| CN202430997U (en) * | 2011-12-27 | 2012-09-12 | 中建七局第四建筑有限公司 | Reinforcing device for template of sump or elevator shaft |
| CN202954570U (en) * | 2012-11-22 | 2013-05-29 | 中国建筑第二工程局有限公司 | High-rise building construction sump pit template |
| CN103711306A (en) * | 2014-01-08 | 2014-04-09 | 成军 | Method for constructing water collection well, elevator pit sunk type sealed inner frame formwork |
| CN204491667U (en) * | 2015-03-23 | 2015-07-22 | 南通天成建筑安装工程有限公司 | Be applied to collecting well, ruggedized construction that elevator pit sunk type closes inside casing section mould plate |
| CN205224252U (en) * | 2015-12-09 | 2016-05-11 | 中国华冶科工集团有限公司 | Sump pit construction mould |
-
2017
- 2017-03-14 CN CN201710149043.XA patent/CN106930523A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN2663586Y (en) * | 2003-10-14 | 2004-12-15 | 北京中建柏利工程技术发展有限公司 | Whole-plate rolled U-shaped section bar |
| CN202430997U (en) * | 2011-12-27 | 2012-09-12 | 中建七局第四建筑有限公司 | Reinforcing device for template of sump or elevator shaft |
| CN202954570U (en) * | 2012-11-22 | 2013-05-29 | 中国建筑第二工程局有限公司 | High-rise building construction sump pit template |
| CN103711306A (en) * | 2014-01-08 | 2014-04-09 | 成军 | Method for constructing water collection well, elevator pit sunk type sealed inner frame formwork |
| CN204491667U (en) * | 2015-03-23 | 2015-07-22 | 南通天成建筑安装工程有限公司 | Be applied to collecting well, ruggedized construction that elevator pit sunk type closes inside casing section mould plate |
| CN205224252U (en) * | 2015-12-09 | 2016-05-11 | 中国华冶科工集团有限公司 | Sump pit construction mould |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108868116A (en) * | 2018-07-27 | 2018-11-23 | 福建省中友俊建材科技有限公司 | A kind of construction aluminum alloy pattern plate |
| CN109252545A (en) * | 2018-10-31 | 2019-01-22 | 中国冶集团有限公司 | The construction method of concrete structure staple shaft |
| CN109252545B (en) * | 2018-10-31 | 2020-11-27 | 中国一冶集团有限公司 | Construction method of concrete structure blind well |
| CN110106908A (en) * | 2019-05-13 | 2019-08-09 | 中国十七冶集团有限公司 | A kind of independent foundation under column concrete instead fills quickly peace and tears typified form open |
| CN110700297A (en) * | 2019-09-05 | 2020-01-17 | 中国十七冶集团有限公司 | Sump setting combined steel formwork and installation method thereof |
| CN115419260A (en) * | 2022-09-29 | 2022-12-02 | 中建八局第一建设有限公司 | Permanent prefabricated combined template system and construction method |
| CN115419260B (en) * | 2022-09-29 | 2023-08-11 | 中建八局第一建设有限公司 | Permanent prefabricated combined template system and construction method |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106930523A (en) | A kind of concrete structure catch pit detachable template reinforcement technique | |
| CN104652830B (en) | The construction method that a kind of Prefabricated construction panel and prefabricated panel are built | |
| CN103669655B (en) | Deformation joint both walls body concrete pouring construction process | |
| CN207616844U (en) | Foundation platform precast concrete side form and molding machine | |
| CN103556819B (en) | A kind of construction method of reserved constructional column hole on beam slab | |
| CN109797969B (en) | Construction method of post-cast strip tool type advanced formwork lifting system | |
| CN106639305A (en) | Constructional column steel template capable of being lifted in slipping mode and construction method thereof | |
| CN105386538A (en) | CL composite concrete shear wall construction process | |
| CN204456428U (en) | A kind of entirety being installed on composite wallboard is waftd window | |
| CN204221939U (en) | A kind of precast concrete cable channel cover plate mold system | |
| CN202509764U (en) | Template bracing structure for constructional column | |
| CN103628684B (en) | A kind of construction method of simultaneously watering build floor and shear wall | |
| CN203613790U (en) | Steel wire mesh and form combined inclined reinforced concrete floor slab construction device | |
| CN103243731B (en) | Mould supporting method for trapezoid cross section base of shear wall | |
| CN105133630A (en) | Prefabricated part for constructing foundation forming molds | |
| CN205677156U (en) | Hang mould special utility supporting steel bar | |
| CN207620379U (en) | A kind of side mould fixing device | |
| CN204040457U (en) | Wood frame plastic formwork system | |
| CN107237436A (en) | A kind of method of temporarily fixing during cavity floor construction | |
| CN203755682U (en) | Secondary pouring form board constructing structure for small opening of concrete structure floor slab | |
| CN106759415A (en) | A kind of concrete structure catch pit template anti-floating control technology | |
| CN203174625U (en) | Small-section square reserved hole template | |
| CN202745081U (en) | Large-size rubble concrete settlement joint template system | |
| CN104929153B (en) | Outer wall of basement structure and its construction method | |
| CN205655038U (en) | Cloth machine support |
Legal Events
| 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: 20170707 |
|
| RJ01 | Rejection of invention patent application after publication |