CN108396985A - Holes blocking precast construction and holes blocking structure - Google Patents
Holes blocking precast construction and holes blocking structure Download PDFInfo
- Publication number
- CN108396985A CN108396985A CN201810269624.1A CN201810269624A CN108396985A CN 108396985 A CN108396985 A CN 108396985A CN 201810269624 A CN201810269624 A CN 201810269624A CN 108396985 A CN108396985 A CN 108396985A
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- China
- Prior art keywords
- steel
- steel plate
- hole
- holes blocking
- plate
- 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.)
- Granted
Links
- 230000000903 blocking effect Effects 0.000 title claims abstract description 39
- 238000010276 construction Methods 0.000 title claims abstract description 31
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 142
- 239000010959 steel Substances 0.000 claims abstract description 142
- 230000003014 reinforcing effect Effects 0.000 claims description 35
- 229920000642 polymer Polymers 0.000 claims description 15
- 239000004570 mortar (masonry) Substances 0.000 claims description 14
- 238000003466 welding Methods 0.000 claims description 5
- 230000006378 damage Effects 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 description 2
- 238000009415 formwork Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 239000004927 clay Substances 0.000 description 1
- 230000021615 conjugation Effects 0.000 description 1
- 239000004035 construction material Substances 0.000 description 1
- 238000005520 cutting process Methods 0.000 description 1
- 230000007812 deficiency Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000009826 distribution Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 210000003205 muscle Anatomy 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 239000004576 sand Substances 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 230000006641 stabilisation Effects 0.000 description 1
- 238000011105 stabilization Methods 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0203—Arrangements for filling cracks or cavities in building constructions
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The present invention provides a kind of holes blocking precast construction, including two blocks of steel plates and H profile steel floor, and two blocks of steel plates include the first steel plate and the second steel plate；The H profile steel floor is arranged between two blocks of steel plates；The both side plate of the H profile steel floor is connect with two steel plates respectively；First edges of plate protrudes from second edges of plate.The present invention also provides a kind of holes blocking structures.By above structure, holes blocking precast construction good integrity of the present invention, rigidity is big, light-weight, and bearing capacity is high；The bearing capacity and seepage capability for improving structure after holes blocking, reduce crack developing and the destruction of new and old weak interface.
Description
Technical field
The present invention relates to holes blocking structures, more particularly to are used for precast construction and holes blocking knot that reserving hole blocks
Structure.
Background technology
Architectural engineering can generally leave many places hole and the later stage is needed to block after the completion of main structure construction.Cause hole
The reason of later stage blocks has very much, for example the top plate at main structure of subway station end well position, middle plate need reserved shield to begin
Send out well and received well；The construction phase is unearthed in order to facilitate the transport of construction material or satisfaction to be required, it is also desirable to reserved interim
Construction hole.Currently, the generally first bar planting after-pouring concrete of holes blocking, needs formwork supporting plate and support, complex procedures to block material
Expect that dosage is big, holes blocking quality is difficult to be guaranteed, and the bad appearance of patch shape on the one hand can be formed due to repairing repeatedly, drop
Low overall aesthetic degree；On the other hand, if the rigidity of plugging structure is small, stress performance is poor, the old and new's faying face difference cause greatly with
Original structure face conjugation is weak, and under various load actions, hole edge will appear many cracks, so as to cause the hair of leakage phenomenon
It is raw.Therefore, it is necessary to invent a kind of simple reliable structure to reduce the bad harm brought of holes blocking quality, ensure building
Normal use and aesthetics.
Invention content
It, can be to pre- the invention aims to overcome the deficiencies of the prior art and provide a kind of holes blocking precast construction
The hole stayed is effectively blocked.
It is a further object to provide a kind of holes blocking structures.
In order to achieve the above object, the present invention uses following technical scheme：
A kind of holes blocking precast construction, including two blocks of steel plates and H profile steel floor, two blocks of steel plates include the first steel plate
And second steel plate；The H profile steel floor is arranged between two blocks of steel plates；The both side plate of the H profile steel floor respectively with two steel plates
Connection；First edges of plate protrudes from second edges of plate.
Preferably, the steel plate is rectangle steel plate, the H profile steel floor is welded with the steel plate full weld.
Preferably, the thickness of the steel plate is 18~25mm, the surface of the steel plate is equipped with rib, the thickness of the rib
Degree is 4~8mm；The H profile steel floor is 7~10mm with the steel plate throat thickness.
Preferably, the H profile steel floor is arranged along the length direction of the steel plate；The H profile steel floor is along described
Steel plate long side direction is every one of 0.8~1.2m settings.
A kind of holes blocking structure, which is characterized in that including the holes blocking precast construction；
Further include the side wall of hole, hole side structure reinforcing bars, waterproof polymer mortar layer, steel armpit angle；
The side wall is two stage steps side wall, and described hole is divided into narrower bore position and wide aperture position；The top of the wide aperture position
Hole side surrounding structure reinforcing bars part it is exposed, the exsertion part from hole edge toward side structure direction extend；
Described hole blocks precast construction and is arranged in wide aperture position；First edges of plate is placed in the side knot of described hole
On structure, and fluting is respectively set in first edges of plate；Positioned at the exposed described hole side surrounding structure reinforcing bars of wide aperture
It is welded in merging fluting and with first steel plate；
Steel armpit angle is set to the narrower bore position and is adjacent to side wall setting, a wing side at steel armpit angle be located at it is narrow
The described hole side surrounding structure reinforcing bars welding in hole, the surface soldered on another wing side and second steel plate；
The waterproof polymer mortar layer is set to the lateral surface of first steel plate and extends to the side structure of described hole
On, and cover exposed hole side surrounding structure reinforcing bars.
Preferably, positioned at wide aperture position exposed hole when the length of structure reinforcing bars is described hole structure reinforcing bars
22 times of diameter.
Preferably, the length for the part of first steel plate being placed in the side structure is 0.1 times of the hole length of side,
And the part is not less than the length of the hole side structure reinforcing bars diameter described in 22 times.
Preferably, the thickness of the waterproof polymer mortar layer exceeds 8~12mm of original structure face, the polymer is anti-
The length of side of water sand pulp layer exceeds 90~110mm of the length of side of first steel plate respectively.
Preferably, the weld length of first steel plate and described hole side surrounding structure reinforcing bars is the hole described in 20 times
The length of hole side structure reinforcing bars diameter.
Preferably, steel armpit angle is distributed along the short side of the steel plate, and together every 0.4~0.6m settings；It is located at
Outermost two H profile steel floors are respectively placed on the step.
Compared with prior art, the invention has the advantages that：
By above structure, the production of holes blocking precast construction of the present invention, is stacked conveniently at transport, is saved big
Formwork work is measured, execution conditions is improved, and rigidity is big, from heavy and light, improves bearing capacity and the antiseepage of holes blocking structure
Ability reduces crack developing and the destruction of new and old weak interface.
Description of the drawings
Fig. 1 is structural plan schematic diagram of the present invention.
Fig. 2 is structural profile illustration of the present invention.
In figure：
1-side structure；2-hole side structure reinforcing bars；3-the first steel plate；31-flutings；4-waterproof polymer mortar layers；
5-H profile steel floors；6-steel armpit angles；The second steel plates of 7-.
Structure reinforcing bars when A-is hidden in the hole in structure；Hole side structure reinforcing bars exposed B-.
In conjunction with attached drawing, the invention will be further described with specific embodiment.
Specific implementation mode
The present invention provides a kind of holes blocking precast construction, including two blocks of steel plates and H profile steel floor, and two blocks of steel plates include the
One steel plate and the second steel plate；H profile steel floor is arranged between two blocks of steel plates, and the both side plate of H profile steel floor connects with two steel plates respectively
It connects；First edges of plate protrudes from the second edges of plate, i.e. the frontal projected area of the second steel plate is being less than the first steel plate just
Projected area, and in the orthographic projection of the first steel plate.
Steel plate is rectangle steel plate, the full weld welding of H profile steel floor and steel plate.H profile steel floor uses Q235-B steel, model
Hhx300x11x18.H profile steel floor is 8mm with the steel plate throat thickness.Steel plate uses Q235-B steel, and the thickness of steel plate is
The surface of 20mm, steel plate are equipped with rib, and the thickness of rib is 5mm.H profile steel floor is arranged along the length direction of the steel plate；Position
It is respectively placed on the step in outermost two H profile steel floors；H profile steel floor along the steel plate long side direction every
1.0m settings are together.
A kind of holes blocking structure of the present invention, including holes blocking precast construction；Further include side wall, the hole of hole
Hole side structure reinforcing bars, waterproof polymer mortar layer, steel armpit angle.
Side wall is two stage steps side wall, and described hole is divided into narrower bore position and wide aperture position；The hole side at the top of wide aperture position
Surrounding structure reinforcing bars part is exposed, which extends from hole edge toward side structure direction.
Holes blocking precast construction is arranged in wide aperture position；First edges of plate is placed in the side structure of hole, and first
Fluting is respectively set in edges of plate；In the exposed described hole side surrounding structure reinforcing bars merging fluting of wide aperture and with institute
State the welding of the first steel plate.Weld length is the length of 20 times of hole side structure reinforcing bars diameters.Exposed hole positioned at wide aperture position
22 times of the diameter of structure reinforcing bars when the length of structure reinforcing bars is hole.The length for the part of first steel plate being placed in the structure of side
Degree is 0.1 times of the hole length of side, and the part is not less than the length of the hole side structure reinforcing bars diameter described in 22 times.Second steel plate
It is supported on the step structure of two stage steps side wall, step width is more than 300mm, the highly thickness for 1/3 hole.
Steel armpit angle is set to narrower bore position and is adjacent to side wall setting, the wing at steel armpit angle while be located at narrower bore hole while tie
Structure reinforcement welding (being welded with the exposed end of hole side structure reinforcing bars herein), another wing side and the surface of the second steel plate are welded
It connects.Steel armpit angle uses Q235-B steel, and thick 20mm, right angled triangle, short right-angle side is 1 with long right-angle side ratio：2.Steel armpit angle is along institute
The short side distribution of steel plate is stated, and together every 0.5m settings.
Waterproof polymer mortar layer is set to the lateral surface of the first steel plate and extends in the side structure of hole, and covers exposed
Hole side surrounding structure reinforcing bars.Waterproof polymer mortar thick layer exceed original structure face 10mm, be layed in steel plate just on
Side, the length of side of waterproof polymer mortar layer exceed the length of side 100mm of the first steel plate respectively.Holes blocking structure of the present invention
Construction：Reserving hole surrounding is dug into stepped first, step width 300mm~400mm is highly 1/3 hole thickness.Root
Select precast construction after steel plate, H profile steel floor and steel plate full weld to weld according to step-like hole size, along steel plate long side direction every
Upper and lower steel plate combination is whole, at the prefabricated plugging structure of hole together by 1.0m settings.The prefabricated plugging structure of hole is positioned over
In step-like hole, the first steel plate is welded with hole side surrounding structure reinforcing bars.By the steel at right angled triangle steel armpit angle and narrower bore position
Muscle welds, and is welded with the second surface of steel plate.Steel armpit angle is distributed along the short side of the steel plate, and together every 0.5m settings.Most
Waterproof polymer mortar is laid with right over the first steel plate afterwards, thickness exceeds original structure face.In the present invention, as shown, hole
Hole is when structure reinforcing bars are originally and are embedded in hole in structure, in order to realize closure, by cutting the mixed of part side structure
Xtah Crude Clay structure, to expose some perforations side structure reinforcing bars.
Holes blocking precast construction of the present invention, precast construction thickness are less than original structure thickness, reduce closure material
Expect dosage, by the combination of steel plate and floor, rigidity is remarkably reinforced, and in the case where reducing dead weight, improves whole bending resistance energy
Power；Steel armpit angle is set at the mesa sidewall of hole side both sides, enhances shearing resistance and the punch resistant capability of structure；After holes blocking,
A part of load is undertaken by the first steel plate, and a part of load is transferred to the second steel plate by top steel plate by H profile steel floor, then passes
It is handed to hole step and steel armpit angle, stress is effectively spread, and ensure that the stabilization of structure.It is laid with right over the first steel plate
Waterproof polymer mortar prevents the old and new's faying face since the factors such as temperature change cause crack developing, after improving holes blocking
Seepage capability.
The invention is not limited in the above embodiments, if not departing from the present invention to the various changes or modifications of the present invention
Spirit and scope, if these modification and variations belong within the scope of the claim and equivalent technologies of the present invention, then this hair
It is bright to be also intended to comprising these changes and change.
Claims (10)
1. a kind of holes blocking precast construction, which is characterized in that including two blocks of steel plates and H profile steel floor, two pieces of steel plate packets
Include the first steel plate and the second steel plate；The H profile steel floor is arranged between two blocks of steel plates；The both side plate of the H profile steel floor point
It is not connect with two steel plates；First edges of plate protrudes from second edges of plate.
2. holes blocking precast construction according to claim 1, which is characterized in that the steel plate is rectangle steel plate, institute
H profile steel floor is stated to weld with the steel plate full weld.
3. holes blocking precast construction according to claim 1, which is characterized in that the thickness of the steel plate be 18~
The surface of 25mm, the steel plate are equipped with rib, and the thickness of the rib is 4~8mm；The H profile steel floor and the steel
Plate throat thickness is 7~10mm.
4. holes blocking precast construction according to claim 1, which is characterized in that the H profile steel floor is along the steel plate
Length direction arrangement；The H profile steel floor is along the steel plate long side direction every one of 0.8~1.2m settings.
5. a kind of holes blocking structure, which is characterized in that including the holes blocking described in Claims 1-4 any claim
Precast construction；
Further include the side wall of hole, hole side structure reinforcing bars, waterproof polymer mortar layer, steel armpit angle；
The side wall is two stage steps side wall, and described hole is divided into narrower bore position and wide aperture position；The hole at the top of the wide aperture position
Hole side surrounding structure reinforcing bars part is exposed, which extends from hole edge toward side structure direction；
Described hole blocks precast construction and is arranged in wide aperture position；First edges of plate is placed in the side structure of described hole
On, and fluting is respectively set in first edges of plate；Exposed described hole side surrounding structure reinforcing bars positioned at wide aperture are set
Enter in fluting and is welded with first steel plate；
Steel armpit angle is set to the narrower bore position and is adjacent to side wall setting, a wing side at steel armpit angle with positioned at narrower bore
The surrounding structure reinforcing bars welding of described hole side, the surface soldered on another wing side and second steel plate；
The waterproof polymer mortar layer is set to the lateral surface of first steel plate and extends in the side structure of described hole, and
Cover exposed hole side surrounding structure reinforcing bars.
6. holes blocking precast construction according to claim 5, which is characterized in that be located at the exposed hole side of wide aperture position
The length of structure reinforcing bars is 22 times of the diameter of described hole side structure reinforcing bars.
7. holes blocking precast construction according to claim 5, which is characterized in that first steel plate is placed in the side
The length of part in structure is 0.1 times of the hole length of side, and the part is straight not less than the hole side structure reinforcing bars described in 22 times
The length of diameter.
8. holes blocking precast construction according to claim 5, which is characterized in that the thickness of the waterproof polymer mortar layer
Degree exceeds 8~12mm of original structure face, and the length of side of the waterproof polymer mortar layer exceeds the length of side of first steel plate respectively
90~110mm.
9. holes blocking precast construction according to claim 5, which is characterized in that first steel plate and described hole side
The weld length of surrounding structure reinforcing bars is the length of the hole side structure reinforcing bars diameter described in 20 times.
10. holes blocking precast construction according to claim 5, which is characterized in that steel armpit angle is along the steel plate
Short side is distributed, and together every 0.4~0.6m settings；Two H profile steel floors on the outermost side are respectively placed on the step.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810269624.1A CN108396985B (en) | 2018-03-29 | 2018-03-29 | Hole plugging structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810269624.1A CN108396985B (en) | 2018-03-29 | 2018-03-29 | Hole plugging structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108396985A true CN108396985A (en) | 2018-08-14 |
| CN108396985B CN108396985B (en) | 2023-11-24 |
Family
ID=63096831
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810269624.1A Active CN108396985B (en) | 2018-03-29 | 2018-03-29 | Hole plugging structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108396985B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113914373A (en) * | 2021-11-24 | 2022-01-11 | 中建丝路建设投资有限公司 | Post-cast strip construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103410173A (en) * | 2013-08-21 | 2013-11-27 | 天津二十冶建设有限公司 | Construction method for vertical post pouring belt plugging of underground structural outer wall |
| CN104141351A (en) * | 2014-05-16 | 2014-11-12 | 中国建筑第四工程局有限公司 | Sealing method for reserved paying-off hole and paying-off hole mold |
| CN205012372U (en) * | 2015-06-29 | 2016-02-03 | 中铁十四局集团有限公司 | Novel waterproof post -cast strip of side wall structure |
| US20160258175A1 (en) * | 2012-05-22 | 2016-09-08 | Gerald R. Gray | Method and apparatus to fill & fire proof holes in concrete floors |
| CN107806114A (en) * | 2017-12-01 | 2018-03-16 | 杭州江润科技有限公司 | Basement roof closes late poured band structure and construction method in advance |
| CN207144538U (en) * | 2017-08-18 | 2018-03-27 | 中铁第四勘察设计院集团有限公司 | A kind of underground structure top board reserving hole temporary plugging structure |
| CN208792804U (en) * | 2018-03-29 | 2019-04-26 | 广州地铁设计研究院股份有限公司 | Holes blocking precast construction and holes blocking structure |
-
2018
- 2018-03-29 CN CN201810269624.1A patent/CN108396985B/en active Active
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20160258175A1 (en) * | 2012-05-22 | 2016-09-08 | Gerald R. Gray | Method and apparatus to fill & fire proof holes in concrete floors |
| CN103410173A (en) * | 2013-08-21 | 2013-11-27 | 天津二十冶建设有限公司 | Construction method for vertical post pouring belt plugging of underground structural outer wall |
| CN104141351A (en) * | 2014-05-16 | 2014-11-12 | 中国建筑第四工程局有限公司 | Sealing method for reserved paying-off hole and paying-off hole mold |
| CN205012372U (en) * | 2015-06-29 | 2016-02-03 | 中铁十四局集团有限公司 | Novel waterproof post -cast strip of side wall structure |
| CN207144538U (en) * | 2017-08-18 | 2018-03-27 | 中铁第四勘察设计院集团有限公司 | A kind of underground structure top board reserving hole temporary plugging structure |
| CN107806114A (en) * | 2017-12-01 | 2018-03-16 | 杭州江润科技有限公司 | Basement roof closes late poured band structure and construction method in advance |
| CN208792804U (en) * | 2018-03-29 | 2019-04-26 | 广州地铁设计研究院股份有限公司 | Holes blocking precast construction and holes blocking structure |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113914373A (en) * | 2021-11-24 | 2022-01-11 | 中建丝路建设投资有限公司 | Post-cast strip construction method |
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| Publication number | Publication date |
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| CN108396985B (en) | 2023-11-24 |
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