CN106545189A - A kind of pond axil angle steel screen template construction method - Google Patents
A kind of pond axil angle steel screen template construction method Download PDFInfo
- Publication number
- CN106545189A CN106545189A CN201610913718.9A CN201610913718A CN106545189A CN 106545189 A CN106545189 A CN 106545189A CN 201610913718 A CN201610913718 A CN 201610913718A CN 106545189 A CN106545189 A CN 106545189A
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- China
- Prior art keywords
- pond
- wooden
- steel wire
- whippletree
- axil angle
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H4/00—Swimming or splash baths or pools
- E04H4/0075—Swimming or splash baths or pools made of concrete
- E04H4/0081—Swimming or splash baths or pools made of concrete with walls and floor cast in situ
-
- 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
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Mechanical Engineering (AREA)
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The present invention provides a kind of pond axil angle steel screen template construction method, comprises the steps：Cutting steel wire simultaneously after upper and lower sides fix wooden whippletree, the wooden whippletree of fixed upper, fixed F type measure reinforcing bars and the wooden whippletree in downside, concrete placings is cleared up steel wire net surface screeding and compaction and releases the wooden whippletree of lower side and carry out second plastering.The method can be prevented effectively from occur during conventional wooden template construction dew muscle, dew stone, honeycomb, the defect such as cavity, effectively increase the pouring quality of concrete at the axil angle of pond, with preferable application prospect.
Description
Technical field
The present invention relates to a kind of construction method, especially a kind of construction method for pond axil angle steel screen template.
Background technology
Concrete basin is widely used in the industry-by-industry of the development of the national economy, and this kind of engineering difficulty is larger
It is that bottom axil angle concrete is poured in pond.At this, reinforcing bar is intensive, and pool wall reinforced frame, bottom of pond reinforced frame and axil angle steel muscle here are handed over
Fork.
The horizontal size at axil angle is larger, and pool wall bar one-time colligation is completed, and axil angle concrete discharging, to vibrate that it is tired all compare
Difficulty, careless slightly, the position just occurs the defects such as dew muscle, dew stone, honeycomb, cavity.Concrete defect Producing reason is as follows：
1) reinforcing bar is intensive；2) underplate concrete does not fill out axil angle Xia Kou；3) axil Angle formwork installs unreasonable.
The content of the invention
The technical problem to be solved in the present invention is that the oblique dead-wood template that traditional pond axil angle construction is adopted can be at axil angle
Cause the defects such as cavity.
In order to solve above-mentioned technical problem, the invention provides a kind of pond axil angle steel screen template construction method, pond
Axil angle steel screen template is by upper rollover board, bottom of pond reinforced frame, F type measure reinforcing bars, Screw arbor with nut at both-ends, upper and lower two wooden horizontal strokes in pool wall
Thick stick, steel wire and brace composition；Wherein, in pool wall, upper rollover board and bottom of pond reinforced frame intersect vertically and are arranged on pond axil angle
Place；The lower edges of steel wire distinguish coiling on upper and lower two wooden whippletrees；Screw arbor with nut at both-ends is for by the wooden whippletree of top
It is fixed in pool wall on upper rollover board；The lower end of F type measure reinforcing bars is fixedly mounted on bottom of pond reinforced frame；The wooden whippletree of lower section
It is fixed in the bayonet socket of F type measure reinforcing bars upper end；Brace is inclined in pool wall above between rollover board and bottom of pond reinforced frame,
And it is parallel with steel wire；Concrete construction method step is as follows：
Step 1, according to the steel wire of design drawing cutting corresponding size, then by steel wire upper and lower sides parallel edge rotating around
Volume is on two wooden whippletrees, and carries out being pressed against fixing by press strip and screw；
Step 2, according to the size positions on axil angle top, by equidistant rows of Screw arbor with nut at both-ends by steel wire upper side edge
Wooden whippletree is horizontally fixed in pool wall on upper rollover board；
The F type measures reinforcing bar made, according to the size positions of axil angle bottom, is equidistantly in a row fixed on pond by step 3
On the reinforced frame of bottom；
Step 4, the wooden whippletree of stretching wire side off the net are put in the bayonet socket of each F type measure reinforcing bars upper end, and will
Wooden whippletree colligation is on F type measure reinforcing bars；
Step 5, after the completion of this section of steel wire template construction, repeat the above steps 1-4 continue next section of steel wire net stencil
Construction, until homonymy pond axil angle, all construction is finished；
Step 6, after the completion of concrete placings, concrete or secrete the cement mortar for that cleaning steel wire net surface is scattered are smeared along steel with ferrum
Silk screen surface is floating, appropriate compacting；
Step 7, before treating that concrete receives water final set, releases the wooden whippletree of steel wire lower side, smears the surface to axil angle concrete with ferrum
Second plastering is carried out, steel wire vestige is eliminated.
Replace existing plank sheathing can observe the situation of pouring in concreting at any time using steel wire, it is to avoid
There are the defects such as dew muscle, dew stone, honeycomb, cavity, effectively increase the pouring quality of concrete；Using two wooden whippletree steel wires
The side up and down of net carries out tensioning fixation, effectively increases the structural behaviour of steel wire, makes the steel wire of original softness be enough to prop up
Concrete inside support；The wooden whippletree of lower side can conveniently be dismantled and be fixed using F type measures reinforcing bar, received in rear expectation concrete
Before water final set, it is easy to release the wooden whippletree of steel wire lower side, being smeared with ferrum carries out second plastering to the surface of axil angle concrete.
It is as the further limits scheme of the present invention, in step 1, wooden at two in steel wire upper and lower sides parallel edge coiling
After on matter whippletree, to C mark compaction treatments are carried out at coiling.Using C mark compaction treatments can effectively improve at winding steel wire with
The laminating degree of wooden whippletree, after preventing tensioning, steel wire occurs lax.
As the further limits scheme of the present invention, in step 1, needs compacting pressure on the steel wire of coiling is relatively fixed
Bar, recycles screw that press strip is relatively fixed on wooden whippletree.It is fixed using press strip and screw, steel can be realized
Being detachably fixed for silk screen, is easy to be used in turn, and reduces construction cost.
As the further limits scheme of the present invention, in step 2, the spacing of adjacent Screw arbor with nut at both-ends is 500～600mm.Adopt
With the spacing of 500～600mm, the wooden whippletree fixing intensity of upper side edge can be effectively guaranteed.
As the further limits scheme of the present invention, in step 3, the spacing of adjacent F types measure reinforcing bar is 500～600mm.
Using the spacing of 500～600mm, can be with the Screw arbor with nut at both-ends position of top relative to effectively guaranteeing that the wooden whippletree of lower side is solid
Determine intensity.
As the further limits scheme of the present invention, in step 5, in the joint of adjacent wires net stencil construction, to steel
Silk screen joint carries out colligation, and colligation is smaller than equal to 100mm.Colligation is carried out using touching in joint, can be effectively true
Structural strength of the steel wire in joint is protected, and concrete is revealed from this when preventing from pouring, and is not more than colligation spacing
100mm, is the requirement to joint structural strength.
Scheme, in step 2, when Screw arbor with nut at both-ends is fixed, needs to cover on Screw arbor with nut at both-ends as a further improvement on the present invention
If seal ring.It is prevented from seeping water from Screw arbor with nut at both-ends using seal ring.
The beneficial effects of the present invention is：(1) using steel wire replacing the existing plank sheathing can be in concreting
When can observe the situation of pouring at any time, it is to avoid there is dew muscle, dew stone, honeycomb, the defect such as cavity, effectively increase pouring for concrete
Quality；(2) tensioning fixation is carried out using the side up and down of two wooden whippletree steel wires, effectively increases the structural of steel wire
Can, make the steel wire of original softness be enough to support the concrete of inside；(3) can conveniently dismantle and consolidate using F type measures reinforcing bar
The wooden whippletree of side is fixed, before rear expectation concrete receives water final set, is easy to release the wooden whippletree of steel wire lower side, is smeared with ferrum
Second plastering is carried out to the surface of axil angle concrete.
Description of the drawings
Fig. 1 is method of the present invention flow chart；
Fig. 2 is the steel wire formwork structure of the present invention.
Specific embodiment
As shown in figure 1, the pond axil angle steel screen template construction method of the present invention, pond axil angle steel screen template is by pool wall
Interior upper rollover board, bottom of pond reinforced frame, F type measure reinforcing bars, Screw arbor with nut at both-ends, upper and lower two wooden whippletrees, steel wire and braces
Composition；Wherein, in pool wall, upper rollover board and bottom of pond reinforced frame intersect vertically and are arranged at the axil angle of pond；The lower edges of steel wire
Coiling is on upper and lower two wooden whippletrees respectively；Screw arbor with nut at both-ends goes up rollover board for the wooden whippletree of top is fixed in pool wall
On；The lower end of F type measure reinforcing bars is fixedly mounted on bottom of pond reinforced frame；The wooden whippletree of lower section is fixed on F type measure reinforcing bars
In the bayonet socket at end；Brace is inclined in pool wall upper between rollover board and bottom of pond reinforced frame and parallel with steel wire；Tool
Body construction method and step is as follows：
Step 1, according to the steel wire of design drawing cutting corresponding size, then by steel wire upper and lower sides parallel edge rotating around
Volume is on two wooden whippletrees, and carries out being pressed against fixing by press strip and screw；
Step 2, according to the size positions on axil angle top, by equidistant rows of Screw arbor with nut at both-ends by steel wire upper side edge
Wooden whippletree is horizontally fixed in pool wall on upper rollover board；
The F type measures reinforcing bar made, according to the size positions of axil angle bottom, is equidistantly in a row fixed on pond by step 3
On the reinforced frame of bottom；
Step 4, the wooden whippletree of stretching wire side off the net are put in the bayonet socket of each F type measure reinforcing bars upper end, and will
Wooden whippletree colligation is on F type measure reinforcing bars；
Step 5, after the completion of this section of steel wire template construction, repeat the above steps 1-4 continue next section of steel wire net stencil
Construction, until homonymy pond axil angle, all construction is finished；
Step 6, after the completion of concrete placings, concrete or secrete the cement mortar for that cleaning steel wire net surface is scattered are smeared along steel with ferrum
Silk screen surface is floating, appropriate compacting；
Step 7, before treating that concrete receives water final set, releases the wooden whippletree of steel wire lower side, smears the surface to axil angle concrete with ferrum
Second plastering is carried out, steel wire vestige is eliminated.
Wherein, in step 1, after steel wire upper and lower sides parallel edge coiling is on two wooden whippletrees, to entering at coiling
Row C marks compaction treatment；In step 1, be relatively fixed needs and press strip is suppressed on the steel wire of coiling, screw is recycled by press strip phase
To being fixed on wooden whippletree；In step 2, the spacing of adjacent Screw arbor with nut at both-ends is 500～600mm, preferably 500mm；Step 3
In, the spacing of adjacent F types measure reinforcing bar is 500～600mm, preferably 500mm；In step 5, construct in adjacent wires net stencil
Joint, colligation is carried out to steel wire joint, and colligation is smaller than equal to 100mm；In step 2, Screw arbor with nut at both-ends is fixed
When, needs are arranged seal ring on Screw arbor with nut at both-ends.
As shown in Fig. 2 the pond axil angle steel screen template pond axil angle steel screen template of the present invention is by upper overmolded in pool wall
Plate, bottom of pond reinforced frame, F type measure reinforcing bars, Screw arbor with nut at both-ends, upper and lower two wooden whippletrees, steel wire and brace composition；Its
In, in pool wall, upper rollover board and bottom of pond reinforced frame intersect vertically and are arranged at the axil angle of pond；The lower edges of steel wire rotating around
Volume is on upper and lower two wooden whippletrees；Screw arbor with nut at both-ends goes up rollover board for the wooden whippletree of top is fixed in pool wall；F types
The lower end of measure reinforcing bar is fixedly mounted on bottom of pond reinforced frame；The wooden whippletree of lower section is fixed on the card of F type measure reinforcing bars upper end
In mouthful；Brace is inclined in pool wall upper between rollover board and bottom of pond reinforced frame and parallel with steel wire.In Fig. 2,1
For upper rollover board in pool wall, 2 is bottom of pond reinforced frame, and 3 is F type measure reinforcing bars, and 4 is Screw arbor with nut at both-ends, and 5 is wooden whippletree, and 6 is sealing
Ring, 7 is press strip, and 8 is steel wire, and 9 is screw, and 10 is brace.In Specific construction, the string diameter of steel wire is 0.35mm, square
The a length of 1.061mm of change of shape mesh；Wood materials of the wooden whippletree using 60 × 100mm；F type measure reinforcing bars byReinforcing bar
It is welded.
Claims (7)
1. a kind of pond axil angle steel screen template construction method, it is characterised in that pond axil angle steel screen template is by pool wall
Rollover board, bottom of pond reinforced frame, F type measure reinforcing bars, Screw arbor with nut at both-ends, upper and lower two wooden whippletrees, steel wire and brace composition；
Wherein, in pool wall, upper rollover board and bottom of pond reinforced frame intersect vertically and are arranged at the axil angle of pond；The lower edges difference of steel wire
Coiling is on upper and lower two wooden whippletrees；Screw arbor with nut at both-ends goes up rollover board for the wooden whippletree of top is fixed in pool wall；F
The lower end of type measure reinforcing bar is fixedly mounted on bottom of pond reinforced frame；The wooden whippletree of lower section is fixed on F type measure reinforcing bars upper end
In bayonet socket；Brace is inclined in pool wall upper between rollover board and bottom of pond reinforced frame and parallel with steel wire；Specifically apply
Work method and step is as follows：
Step 1, according to the steel wire of design drawing cutting corresponding size, then steel wire upper and lower sides parallel edge difference coiling is existed
On two wooden whippletrees, and carry out being pressed against fixing by press strip and screw；
Step 2, according to the size positions on axil angle top, by equidistant rows of Screw arbor with nut at both-ends by the wooden of steel wire upper side edge
Whippletree is horizontally fixed in pool wall on upper rollover board；
The F type measures reinforcing bar made, according to the size positions of axil angle bottom, is equidistantly in a row fixed on bottom of pond steel by step 3
In ledges；
Step 4, the wooden whippletree of stretching wire side off the net are put in the bayonet socket of each F type measure reinforcing bars upper end, and will be wooden
Whippletree colligation is on F type measure reinforcing bars；
Step 5, after the completion of this section of steel wire template construction, repeat the above steps 1-4 continue next section of steel wire template construction,
Until homonymy pond axil angle, all construction is finished；
Step 6, after the completion of concrete placings, concrete or secrete the cement mortar for that cleaning steel wire net surface is scattered are smeared along steel wire with ferrum
Surface is floating, appropriate compacting；
Step 7, before treating that concrete receives water final set, releases the wooden whippletree of steel wire lower side, and being smeared with ferrum is carried out to the surface of axil angle concrete
Second plastering, eliminates steel wire vestige.
2. pond axil angle steel screen template construction method according to claim 1, it is characterised in that in step 1, in steel wire
After online downside parallel edge coiling is on two wooden whippletrees, to C mark compaction treatments are carried out at coiling.
3. pond axil angle steel screen template construction method according to claim 1 and 2, it is characterised in that in step 1, phase
Press strip is suppressed on the steel wire of coiling to fixed needs, recycles screw that press strip is relatively fixed on wooden whippletree.
4. pond axil angle steel screen template construction method according to claim 1 and 2, it is characterised in that in step 2, phase
The spacing of adjacent Screw arbor with nut at both-ends is 500～600mm.
5. pond axil angle steel screen template construction method according to claim 1 and 2, it is characterised in that in step 3, phase
The spacing of adjacent F types measure reinforcing bar is 500～600mm.
6. pond axil angle steel screen template construction method according to claim 1 and 2, it is characterised in that in step 5,
The joint of adjacent wires net stencil construction, carries out colligation to steel wire joint, and colligation is smaller than equal to 100mm.
7. pond axil angle steel screen template construction method according to claim 1 and 2, it is characterised in that in step 2, right
When drawing screw rod to fix, needs are arranged seal ring on Screw arbor with nut at both-ends.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610913718.9A CN106545189A (en) | 2016-10-19 | 2016-10-19 | A kind of pond axil angle steel screen template construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610913718.9A CN106545189A (en) | 2016-10-19 | 2016-10-19 | A kind of pond axil angle steel screen template construction method |
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| Publication Number | Publication Date |
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| CN106545189A true CN106545189A (en) | 2017-03-29 |
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| CN201610913718.9A Pending CN106545189A (en) | 2016-10-19 | 2016-10-19 | A kind of pond axil angle steel screen template construction method |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988528A (en) * | 2017-04-26 | 2017-07-28 | 中铁十八局集团有限公司 | A kind of high armpit angle concreting simple support structure and its construction method |
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| CN103821364A (en) * | 2014-02-24 | 2014-05-28 | 中国化学工程第十四建设有限公司 | Method for constructing reinforced concrete pond |
| CN203795929U (en) * | 2014-03-24 | 2014-08-27 | 汕头市建筑工程总公司 | Form support for haunched wall of basement |
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| CN204418691U (en) * | 2014-12-29 | 2015-06-24 | 中国建筑第六工程局有限公司 | A kind of for cast-in-place vertical member and horizontal member junction concrete blocking apparatus |
| CN204609416U (en) * | 2015-04-15 | 2015-09-02 | 李兆鹏 | A kind of reinforced concrete water pond |
| US20160237703A1 (en) * | 2015-02-13 | 2016-08-18 | Ted E. Deason | System to form pool deck and coping on fiberglass and vinyl-lined pools |
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2016
- 2016-10-19 CN CN201610913718.9A patent/CN106545189A/en active Pending
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2659592A1 (en) * | 1990-03-19 | 1991-09-20 | Hourdeaux Jacques | Modular mould for tank |
| CN103821364A (en) * | 2014-02-24 | 2014-05-28 | 中国化学工程第十四建设有限公司 | Method for constructing reinforced concrete pond |
| CN203856192U (en) * | 2014-03-17 | 2014-10-01 | 北京市政建设集团有限责任公司 | Bottom plate haunching template structure |
| CN203795929U (en) * | 2014-03-24 | 2014-08-27 | 汕头市建筑工程总公司 | Form support for haunched wall of basement |
| CN204112712U (en) * | 2014-09-28 | 2015-01-21 | 北京万兴建筑集团有限公司 | A kind of side root haunch cast-in-place wall model sheetinstallat device |
| CN204418691U (en) * | 2014-12-29 | 2015-06-24 | 中国建筑第六工程局有限公司 | A kind of for cast-in-place vertical member and horizontal member junction concrete blocking apparatus |
| US20160237703A1 (en) * | 2015-02-13 | 2016-08-18 | Ted E. Deason | System to form pool deck and coping on fiberglass and vinyl-lined pools |
| CN204609416U (en) * | 2015-04-15 | 2015-09-02 | 李兆鹏 | A kind of reinforced concrete water pond |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106988528A (en) * | 2017-04-26 | 2017-07-28 | 中铁十八局集团有限公司 | A kind of high armpit angle concreting simple support structure and its construction method |
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Application publication date: 20170329 |