CN108952148A - A kind of formwork reinforcement system and its construction method - Google Patents
A kind of formwork reinforcement system and its construction method Download PDFInfo
- Publication number
- CN108952148A CN108952148A CN201810758201.6A CN201810758201A CN108952148A CN 108952148 A CN108952148 A CN 108952148A CN 201810758201 A CN201810758201 A CN 201810758201A CN 108952148 A CN108952148 A CN 108952148A
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- side form
- template
- steel bars
- fixed steel
- buckle
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- 238000009415 formwork Methods 0.000 title claims abstract description 42
- 238000010276 construction Methods 0.000 title claims abstract description 36
- 230000002787 reinforcement Effects 0.000 title claims abstract description 26
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 55
- 239000010959 steel Substances 0.000 claims abstract description 55
- 239000011241 protective layer Substances 0.000 claims abstract description 27
- 230000001681 protective effect Effects 0.000 claims abstract description 7
- 230000003014 reinforcing effect Effects 0.000 claims description 8
- 239000002023 wood Substances 0.000 claims description 6
- 238000004140 cleaning Methods 0.000 claims description 5
- 238000009434 installation Methods 0.000 claims description 5
- 239000010410 layer Substances 0.000 claims description 5
- BVPWJMCABCPUQY-UHFFFAOYSA-N 4-amino-5-chloro-2-methoxy-N-[1-(phenylmethyl)-4-piperidinyl]benzamide Chemical compound COC1=CC(N)=C(Cl)C=C1C(=O)NC1CCN(CC=2C=CC=CC=2)CC1 BVPWJMCABCPUQY-UHFFFAOYSA-N 0.000 claims description 4
- 239000000853 adhesive Substances 0.000 claims description 4
- 230000001070 adhesive effect Effects 0.000 claims description 4
- 238000004873 anchoring Methods 0.000 claims description 4
- 238000005553 drilling Methods 0.000 claims description 4
- 239000000428 dust Substances 0.000 claims description 4
- 239000012634 fragment Substances 0.000 claims description 4
- 238000012423 maintenance Methods 0.000 claims description 4
- 239000003550 marker Substances 0.000 claims description 4
- 239000000463 material Substances 0.000 claims description 4
- 239000002689 soil Substances 0.000 claims description 4
- 238000009736 wetting Methods 0.000 claims description 4
- 239000000203 mixture Substances 0.000 claims 1
- 239000007787 solid Substances 0.000 claims 1
- 239000002699 waste material Substances 0.000 abstract description 6
- 230000008447 perception Effects 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 10
- 238000005266 casting Methods 0.000 description 6
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 230000015271 coagulation Effects 0.000 description 3
- 238000005345 coagulation Methods 0.000 description 3
- 238000010586 diagram Methods 0.000 description 3
- 238000005056 compaction Methods 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 235000008331 Pinus X rigitaeda Nutrition 0.000 description 1
- 235000011613 Pinus brutia Nutrition 0.000 description 1
- 241000018646 Pinus brutia Species 0.000 description 1
- 230000007306 turnover Effects 0.000 description 1
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
-
- 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
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/12—Tying means; Spacers ; Devices for extracting or inserting wall ties with arms engaging the forms
Abstract
The invention discloses a kind of formwork reinforcement systems, including template buckle, the first side form, the second side form, fixed steel bars and concrete protective layer pad item；First side form is parallel to each other with the second side form；Template buckle is undercut font structure, is buckled in the top of the first side form and the second side form, and plate face of the both ends inside of template buckle respectively with the first side form and the second side form fits closely；Fixed steel bars are perpendicularly fixed on the surface of floor or wall between the first side form and the second side form, and part is exposed outside floor or wall；Concrete protective layer pad is supported between the first side form and the second side form, and middle part is abutted with fixed steel bars.Construction method of the present invention is easily understood, and speed of application is fast, and formwork is reinforced securely and reliably, and the structure perception after demoulding is good, and template buckle uses the prefabricated processing of waste and old template, saves the duration, environmentally protective.
Description
Technical field
The invention belongs to architectural furniture technical fields, and in particular to a kind of formwork reinforcement system and its mold method.
Background technique
Usually there are two types of construction method, a kind of method is that formwork adds simultaneously with caisson of toilet for traditional toilet flange
Gu concrete one-time-concreting forms；Another method is that flange concrete is carried out second pouring.The one-time-concreting method of forming is being applied
Often occur swollen mould in work, run the problems such as mould, deviation, construction quality is difficult to ensure, therefore the flange construction of most engineering take it is secondary
Casting method.
Traditional flange concrete secondary casting method formwork reinforcement process, needs to follow closely the lumps of wood, reinforcing bar to support or iron wire to drawing,
Even with step fastener reinforcing etc., trivial operations, construction efficiency is lower.For collar tie beam, lintel formwork pours and two sides
The small bore isolated beam formwork of non-floor pours, and similarly there is above-mentioned technical problem.
Summary of the invention
It is an object of the invention to be directed to the above problem in the prior art, a kind of formwork reinforcement system and its construction are provided
Method, can omit the installation lumps of wood, reinforcing bar to support or iron wire to drawing the step of, construction efficiency is high.
For achieving the above object, present invention employs following technical solutions:
A kind of formwork reinforcement system, including template buckle, the first side form, the second side form, fixed steel bars and concrete protective
Layer cushion block item；First side form is parallel to each other with the second side form；Template buckle is undercut font structure, is buckled in the first side
The top of mould and the second side form, plate face of the both ends inside of template buckle respectively with the first side form and the second side form fit closely；
Fixed steel bars are perpendicularly fixed on the surface of floor or wall between the first side form and the second side form, and building is exposed in part
Outside plate or wall；Concrete protective layer pad is supported between the first side form and the second side form, and middle part and fixed steel bars
It abuts.
A kind of above-mentioned formwork reinforcement system, further includes bed die, which is set to above the hole on wall, and both ends
The two sides with hole fit closely respectively；First side form and the second side form are installed in the top of bed die, and are built in respectively
The two sides of bed die.
The quantity of above-mentioned template buckle, fixed steel bars and concrete protective layer pad item is multiple；Template buckles and consolidates
Determine spacing of reinforcement to be alternately arranged on the first side form and the second side form；Every a fixed steel bars, a piece concrete protective is set
Layer cushion block item.
The spacing between spacing and adjacent two fixed steel bars between above-mentioned two neighboring template buckle is 500~
700mm。
Above-mentioned template buckle is made of wood materials.
Above-mentioned fixed steel bars are made of screw-thread steel, a diameter of 7~9mm, and length is 130mm~170mm.
The length of above-mentioned concrete protective layer pad item is equal to the distance between the first side form and the second side form, and section is
The rectangle of 20mm × 20mm.
A kind of construction method of formwork reinforcement system, includes the following steps:
(1) snap the line positions: the line of ink marker in flange or girder construction region is popped up in floor；
(2) dabbing and cleaning: using impact drill dabbing flange or the concrete of girder construction region surface, roughened surface pine is cleared up
Scattered concrete fragment；
(3) steel planting: the midline drilling between the position to be installed of the first side form and the second side form, it is every along middle line
Compartment bores a hole away from c, and cleans up the dust in hole, clast, and anchoring adhesive is injected into hole, is inserted into fixed steel bars；
(4) the first side form and the second side form are installed: respectively installing the first side form and the second side form in flange or girder construction
The two sides in region；
(5) it places cushion block item: between the first side form and the second side form, filling in a coagulation every a fixed steel bars
Protective soil layer cushion block item, and make the both ends of the concrete protective layer pad item inside plate face with the first side form and the second side form respectively
It holds out against, and middle part abuts fixed steel bars；
(6) installation template buckles: downwards by the opening of template buckle, template clip buckle being buckled in the every spacing c
The top of one side form and the second side form, template buckle is arranged with fixed steel bars interleaved, and makes in the both ends of template buckle
Outside plate face of the side respectively with the first side form and the second side form fits closely；
(7) watering is wet: the inside plate face and roughened surface of watering wetting the first side form and the second side form；
(8) concreting, vibrate, conserve: spade is entered in the gap between the first side form and the second side form, and
Abundant vibrated concrete carries out maintenance work.
Compared with the prior art, present invention has an advantage that
A kind of formwork reinforcement system and its construction method that the present invention discloses, using template buckle two side forms of constraint not to
Outside is toppled over, and is recycled concrete protective layer pad item to constrain two side forms and is not inwardly toppled over, so that two side forms are fixed on and turn over
The two sides in side or girder construction region, then using the method for dabbing and bar planting improve flange or girder construction respectively with floor/wall
Overall stability, last disturbing concrete, achieve the purpose that formwork reinforce.The formwork that the present invention adapts to various structures is reinforced
Operating condition, in addition to can apply to the secondary formwork casting operating condition of the flange such as toilet, kitchen, moreover it is possible to the collar tie beam formwork suitable for masonry wall
The side form of the small bore isolated beam of two sides non-floor reinforces operating condition in reinforcing operating condition, main structure, and construction method is easily understood, applies
Work speed is fast, and formwork is reinforced securely and reliably, and the structure perception after demoulding is good, and template buckle uses the prefabricated processing of waste and old template,
It saves the duration, it is environmentally protective.
Detailed description of the invention
Fig. 1 is a kind of schematic diagram of the formwork reinforcement system of the embodiment of the present invention 1.
Fig. 2 is a kind of schematic diagram of the formwork reinforcement system of the embodiment of the present invention 2.
Fig. 3 is a kind of top view of formwork reinforcement system of Fig. 1 and Fig. 2.
Fig. 4 is the structural schematic diagram that template buckles in Fig. 3.
Appended drawing reference: 1-template buckle, the 2-the first side form, the 3-the second side form, 4-fixed steel bars, 5-concrete are protected
Sheath cushion block item, 6-floors, 61-flange, 62-floor plate faces, 63-drop plate plate faces, 7-bed dies, 8-walls, 81-circles
Beam, 9-holes.
Specific embodiment
With reference to embodiments and its attached drawing is described in detail the present invention.
Embodiment 1
When the present invention is used for flange formwork pouring construction, as shown in Fig. 1,3 and 4, a kind of formwork reinforcement system, including template
Buckle the 1, first side form 2, the second side form 3, fixed steel bars 4 and concrete protective layer pad item 5；First side form 2 and the second side form 3
It is parallel to each other, the plate face of the first side form 2 and the second side form 3 is each perpendicular to floor plate face 62；First side form 2 is located at floor plate face 62
On, highly with flange 61 with high；Second side form 3 is located in drop plate plate face 63, is highly drop plate plate face 63 to flange top surface
Distance；Template buckle is undercut font structure, and the width on every one side is 100mm, is buckled in the first side form 2 and the second side form
3 top, outside plate face of the both ends inside of template buckle 1 respectively with the first side form 2 and the second side form 3 fit closely；It is fixed
Reinforcing bar 4 is perpendicularly fixed on the surface of floor 6 between the first side form 2 and the second side form 3, and part is exposed outside floor 6
Portion；Concrete protective layer pad 5 is supported between the first side form 2 and the second side form 3, and the two of concrete protective layer pad item 5
End is held out against with the first side form 2 and 3 inside plate face of the second side form respectively, and middle part is abutted with fixed steel bars 4.
The quantity of template buckle 1, fixed steel bars 4 and concrete protective layer pad item 5 is multiple；Template buckles 1 and consolidates
It is arranged on the first side form 2 and the second side form 3 with determining 4 interleaved of reinforcing bar；Every a fixed steel bars 4, a concrete is set
Protective layer cushion block item 5.
The spacing between spacing and adjacent two fixed steel bars 4 between two neighboring template buckle 1 is 500~
700mm。
Template buckle 1 is made of wood materials；The waste and old template manufacturing and precasting at working site of one piece of rectangle can be used, herein waste and old mould
The notch of a rectangle is cut into any a line of plate, every size of notch is as follows: the lateral length of notch is x, is lacked
The vertical extension of mouth is y, and template thickness a, flange width is b, and flange height h then has: x=b+2a, y=h.
Fixed steel bars 4 are made of HRB400 grades of screw-thread steels (hot rolled ribbed bars), a diameter of 7~9mm, and length is
130mm~170mm.
The length of concrete protective layer pad item 5 is equal to the distance between the first side form 2 and the second side form 3, and section is
The rectangle of 20mm × 20mm.
A kind of construction method of above-mentioned formwork reinforcement system, includes the following steps:
(1) snap the line positions: popping up the line of ink marker in flange region in floor according to design drawing；
(2) dabbing and cleaning: using the concrete of impact drill dabbing flange region surface, dabbing depth is 20mm, cleaning
The loose concrete fragment of roughened surface；
(3) steel planting: the midline drilling between the position to be installed of the first side form and the second side form, it is every along middle line
Compartment bores a hole away from c, and c is 500~700mm, and the diameter in hole is 10mm, depth 50mm, and is cleaned up with small blower
Dust, clast in hole, anchoring adhesive is injected into hole, is inserted into fixed steel bars；
(4) the first side form and the second side form are installed: on the concrete floor poured, respectively by the first side form and second
Side form branch is located at the two sides in flange region, and the first side form is located in floor plate face, highly with flange with high；Second side form installs
It drops in plate plate face, highly the distance for drop plate plate face to flange top surface；
(5) it places cushion block item: between the first side form and the second side form, filling in a coagulation every a fixed steel bars
Protective soil layer cushion block item, and make the both ends of the concrete protective layer pad item inside plate face with the first side form and the second side form respectively
It holds out against, and middle part abuts fixed steel bars；
(6) installation template buckles: downwards by the opening of template buckle, template clip buckle being buckled in the every spacing c
The top of one side form and the second side form, c are 500~700mm, and template buckle is arranged with fixed steel bars interleaved, and makes mould
Outside plate face on the inside of the both ends of board button respectively with the first side form and the second side form fits closely, while it is scarce to buckle template
Top edge of the mouth top edge respectively with the first side form and the second side form fits closely, and the plate face of template buckle and floor keeps hanging down
Directly；
(7) watering is wet: the inside plate face and roughened surface of watering wetting the first side form and the second side form, de- to guarantee
The apparent mass and flange and floor structure of structure stablizes connection when mould；
(8) concreting, vibrate, conserve: spade is entered in the gap between the first side form and the second side form, and
Timely abundant vibrated concrete guarantees that concrete compaction, full, do not box out gap, bubble-free are emerged, and the concrete finished that vibrates is done
Surface is closed flat work and maintenance work, i.e. the completion secondary formwork pouring construction of flange.
The present invention is poured for the formwork casting construction method of the small bore isolated beam of two sides non-floor and the formwork of flange
Construction method is similar.
Embodiment 2
When the present invention is used for collar tie beam formwork pouring construction, as shown in Figures 2 to 4, a kind of formwork reinforcement system, including template clip
Detain the 1, first side form 2, the second side form 3, fixed steel bars 4 and concrete protective layer pad item 5；First side form 2 and 3 phase of the second side form
It is mutually parallel, and the plate face of the first side form 2 and the second side form 3 is each perpendicular to the upper surface of wall 8；First side form 2 and the second side form 3
Height it is equal with the height of collar tie beam 81 (girder construction)；Template buckle 1 is undercut font structure, and the width on every one side is
100mm, is buckled in the top of the first side form 2 and the second side form 3, on the inside of the both ends of template buckle 1 respectively with the first side form 2 and
The outside plate face of second side form 3 fits closely；Fixed steel bars 4 are perpendicularly fixed between the first side form 2 and the second side form 3
The upper surface of wall 8, and part is exposed outside wall 8；Concrete protective layer pad 5 is supported on the first side form 2 and second side
Between mould 3, the both ends of concrete protective layer pad item 5 are held out against on the inside of the first side form 2 and the second side form 3 respectively, and middle part with
Fixed steel bars 4 abut.
It further include bed die 7, bed die 7 is set to the top at hole 8, and both ends are distinguished when offering hole 9 on wall 8
It is fitted closely with the two sides at hole 8；First side form 2 and the second side form 3 are installed in the top of bed die 7, and are built in respectively
The two sides of bed die 7.
The quantity of template buckle 1, fixed steel bars 4 and concrete protective layer pad item 5 is multiple；Template buckles 1 and consolidates
It is arranged on the first side form 2 and the second side form 3 with determining 4 interleaved of reinforcing bar；Every a fixed steel bars 4, a concrete is set
Protective layer cushion block item 5.
The spacing between spacing and adjacent two fixed steel bars 4 between two neighboring template buckle 1 is 500~
700mm。
Template buckle 1 is made of wood materials；The waste and old template manufacturing and precasting at working site of one piece of rectangle can be used, herein waste and old mould
The notch of a rectangle is cut into any a line of plate, every size of notch is as follows: the lateral length of notch is x, is lacked
The vertical extension of mouth is y, and template thickness a, collar tie beam width is b ', and collar tie beam height is h ', then has: x=b '+2a, y=h '.
Fixed steel bars 4 are made of HRB400 grades of screw-thread steels (hot rolled ribbed bars), a diameter of 7~9mm, and length is
130mm~170mm.
The length of concrete protective layer pad item 5 is equal to the distance between the first side form 2 and the second side form 3, and section is
The rectangle of 20mm × 20mm.
A kind of construction method of above-mentioned formwork reinforcement system, includes the following steps:
(1) snap the line positions: popping up the line of ink marker in girder construction region in floor according to design drawing；
(2) dabbing and cleaning: using the concrete of impact drill dabbing girder construction region surface, dabbing depth is 20mm, clearly
Manage the loose concrete fragment of roughened surface；
(3) steel planting: the midline drilling between the position to be installed of the first side form and the second side form, it is every along middle line
Compartment bores a hole away from c, and c is 500~700mm, and the diameter in hole is 10mm, depth 50mm, and is cleaned up with small blower
Dust, clast in hole, anchoring adhesive is injected into hole, is inserted into fixed steel bars；
(4) the first side form and the second side form are installed: in the top of wall, respectively being installed the first side form and the second side form
The height of the two sides in girder construction region, the first side form and the second side form is equal with the height of girder construction；
If offering hole on wall, bed die is installed in the top at hole, make the both ends of bed die respectively with hole two
Side fits closely；First side form and the second side form are installed in the top of bed die, and are built in the two sides of bed die respectively；
(5) it places cushion block item: between the first side form and the second side form, filling in a coagulation every a fixed steel bars
Protective soil layer cushion block item, and make the both ends of the concrete protective layer pad item inside plate face with the first side form and the second side form respectively
It holds out against, and middle part abuts fixed steel bars；
(6) installation template buckles: downwards by the opening of template buckle, template clip buckle being buckled in the every spacing c
The top of one side form and the second side form, c are 500~700mm, and template buckle is arranged with fixed steel bars interleaved, and makes mould
Outside plate face on the inside of the both ends of board button respectively with the first side form and the second side form fits closely, while it is scarce to buckle template
Mouth top edge is fitted closely with the top edge of the first side form and the second side form respectively, and template buckle and the upper surface of wall are kept
Vertically；
(7) watering is wet: the inside plate face and roughened surface of watering wetting the first side form and the second side form, de- to guarantee
The apparent mass and wall of structure stablizes connection when mould；
(8) concreting, vibrate, conserve: spade is entered in the gap between the first side form and the second side form, and
Timely abundant vibrated concrete guarantees that concrete compaction, full, do not box out gap, bubble-free are emerged, and the concrete finished that vibrates is done
Surface is closed flat work and maintenance work, i.e. completion collar tie beam formwork pouring construction.
Formwork casting construction method of the present invention for lintel is similar with the formwork casting construction method of collar tie beam.
The above embodiments are only a part of the embodiment of the present invention, instead of all the embodiments.Based in the present invention
Embodiment, those of ordinary skill in the art's every other implementation obtained without creative labor
Example, shall fall within the protection scope of the present invention.
Claims (8)
1. a kind of formwork reinforcement system, it is characterised in that: including template buckle, the first side form, the second side form, fixed steel bars and mix
Solidifying protective soil layer cushion block item；First side form is parallel to each other with the second side form；Template buckle is undercut font structure, buckle
It is tight with the plate face of the first side form and the second side form respectively on the inside of the both ends of template buckle in the top of the first side form and the second side form
Closely connected conjunction；Fixed steel bars are perpendicularly fixed on the surface of floor or wall between the first side form and the second side form, and part
Expose outside floor or wall；Concrete protective layer pad is supported between the first side form and the second side form, and middle part and solid
Determine reinforcing bar to abut.
2. a kind of formwork reinforcement system according to claim 1, it is characterised in that: further include bed die, which is set to
Above hole on wall, and two sides of the both ends respectively with hole fit closely；First side form and the second side form are installed in bottom
The top of mould, and it is built in the two sides of bed die respectively.
3. a kind of formwork reinforcement system according to claim 1, it is characterised in that: template buckle, fixed steel bars and
The quantity of concrete protective layer pad item is multiple；Template buckle with fixed steel bars interleaved be arranged in the first side form and
On second side form；Every a fixed steel bars, a piece concrete protective layer pad item is set.
4. a kind of formwork reinforcement system according to claim 3, it is characterised in that: between the two neighboring template buckle
Spacing and adjacent two fixed steel bars between spacing be 500~700mm.
5. a kind of formwork reinforcement system according to claim 1, it is characterised in that: the template buckle is by wood materials system
At.
6. a kind of formwork reinforcement system according to claim 1, it is characterised in that: the fixed steel bars are by screw thread steel
At a diameter of 7~9mm, length is 130mm~170mm.
7. a kind of formwork reinforcement system according to claim 1, it is characterised in that: the concrete protective layer pad item
Length is equal to the distance between the first side form and the second side form, and section is the rectangle of 20mm × 20mm.
8. a kind of construction method of formwork reinforcement system, which comprises the steps of:
(1) snap the line positions: the line of ink marker in flange or girder construction region is popped up in floor；
(2) using impact drill dabbing flange or the concrete of girder construction region surface, it is loose dabbing and cleaning: to clear up roughened surface
Concrete fragment；
(3) steel planting: the midline drilling between the position to be installed of the first side form and the second side form, along the every compartment of middle line
A hole is bored away from c, and cleans up the dust in hole, clast, anchoring adhesive is injected into hole, is inserted into fixed steel bars；
(4) the first side form and the second side form are installed: respectively installing the first side form and the second side form in flange or girder construction region
Two sides；
(5) it places cushion block item: between the first side form and the second side form, filling in a concrete every a fixed steel bars and protect
Sheath cushion block item, and make the both ends of the concrete protective layer pad item inside plate face top with the first side form and the second side form respectively
Tightly, and middle part abuts fixed steel bars；
(6) installation template buckles: downwards by the opening of template buckle, template clip buckle being buckled in the first side every spacing c
The top of mould and the second side form, template buckle are arranged with fixed steel bars interleaved, and the both ends inside point for buckling template
Outside plate face not with the first side form and the second side form fits closely；
(7) watering is wet: the inside plate face and roughened surface of watering wetting the first side form and the second side form；
(8) concreting, vibrate, conserve: spade is entered in the gap between the first side form and the second side form, and sufficiently
Vibrated concrete carries out maintenance work.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810758201.6A CN108952148A (en) | 2018-07-11 | 2018-07-11 | A kind of formwork reinforcement system and its construction method |
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|---|---|---|---|
| CN201810758201.6A CN108952148A (en) | 2018-07-11 | 2018-07-11 | A kind of formwork reinforcement system and its construction method |
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| CN108952148A true CN108952148A (en) | 2018-12-07 |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109944441A (en) * | 2019-03-25 | 2019-06-28 | 广东蕉岭建筑工程集团有限公司 | A kind of construction method of the anti-bank mold of sealing and its anti-bank of installation method, sealing |
| CN113235919A (en) * | 2021-05-31 | 2021-08-10 | 江苏永创建设有限公司 | Adjustable through-floor sleeve fixing frame and installation method of through-floor sleeve |
| CN113700292A (en) * | 2021-09-02 | 2021-11-26 | 上海建工七建集团有限公司 | Formwork supporting device and construction method thereof |
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