CN111535591A - Method for drilling through hole and planting bar, anchoring and glue pouring - Google Patents
Method for drilling through hole and planting bar, anchoring and glue pouring Download PDFInfo
- Publication number
- CN111535591A CN111535591A CN202010471728.8A CN202010471728A CN111535591A CN 111535591 A CN111535591 A CN 111535591A CN 202010471728 A CN202010471728 A CN 202010471728A CN 111535591 A CN111535591 A CN 111535591A
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- China
- Prior art keywords
- hole
- anchoring
- planting
- glue
- holes
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Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/12—Mounting of reinforcing inserts; Prestressing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/08—Members specially adapted to be used in prestressed constructions
- E04C5/12—Anchoring devices
Abstract
The invention relates to the technical field of bar planting, in particular to a method for anchoring and glue pouring of bar planting for drilling through holes, which is applied to a component drilled with through holes, wherein the component is provided with an anchoring side and a bar planting side which are opposite, and the through holes penetrate through the anchoring side and the bar planting side and comprises the following steps: a through hole on the tendon-implanted side of the plugging member; pouring glue into the through hole from the anchoring side; and one end of the anchoring piece penetrates into the through hole from the anchoring side, and when the one end of the anchoring piece reaches the bar planting side, the blocking of the through hole on the bar planting side of the component is released, so that the one end of the anchoring piece penetrates out of the through hole. According to the invention, the through hole on the rib-implanted side of the component is blocked, then the glue is filled into the through hole from the anchoring side, the amount and pressure of the glue filling can be ensured because the through hole on the rib-implanted side is closed, and then one end of the anchoring part penetrates into the through hole after the glue filling from the anchoring side, when one end of the anchoring part reaches the rib-implanted side, the blocking of the through hole on the rib-implanted side of the component is removed, so that the anchoring part penetrates out of the through hole, and the full degree of the glue filling is ensured.
Description
Technical Field
The invention relates to the technical field of bar planting, in particular to a method for anchoring and glue pouring by drilling through holes and planting bars.
Background
The bar planting technology is characterized in that holes are drilled on an original structural member, structural adhesive is poured into the holes, anchoring parts (anchoring steel bars or steel screw rods) are inserted into the holes, and after the structural adhesive reaches the age and is solidified, the anchoring parts and the concrete interface generate enough adhesive force, so that the anchoring parts are firmly and effectively connected with the concrete member. For the drilling through hole bar planting anchoring technology, the fullness degree of glue filling is not easy to guarantee because the glue filling is carried out in the through hole, the glue filling amount and the pressure can not be guaranteed, and when the anchoring piece passes through the through hole, the structural glue in the through hole can be brought out, so that the structural glue in the hole is not full and not compact, and the anchoring piece and the component are not firmly connected. Particularly, for the existing anchoring method for drilling through holes and planting steel bars, the additional anchoring plate is additionally arranged on the anchoring side of the component and can improve the tensile anchoring performance to a certain extent, so that the compactness and the plumpness of glue in the through holes are not considered, but in the actual stress process of the component, the effective transmission of the anchoring part and the internal force of the component cannot be ensured only by the anchoring of the additional anchoring plate, and the structural safety of the component cannot be ensured.
Disclosure of Invention
The invention aims to provide an anchoring glue filling method for drilling through holes and planting bars, which solves the technical problem that the fullness degree of glue filling is not easy to guarantee in the prior art.
In view of the above purpose, the present invention provides an anchoring and glue pouring method for drilling a through hole and planting bars, which is applied to a member drilled with a through hole, the member having an anchoring side and a planting bar side which are oppositely arranged, the through hole penetrating through the anchoring side and the planting bar side, the method comprising the following steps:
plugging the through holes on the tendon-implanted side of the member;
pouring glue into the through hole from the anchoring side;
and penetrating one end of an anchoring part into the through hole from the anchoring side, and when the one end of the anchoring part reaches the bar planting side, releasing the blocking of the through hole on the bar planting side of the member so as to enable the one end of the anchoring part to penetrate out of the through hole.
Optionally, in some embodiments, an outer surface of the anchoring element exposed to the anchoring side of the member is coated with a glue during the process of passing the one end of the anchoring element from the anchoring side into the through-hole.
Optionally, in some embodiments, a blocking plate is used for blocking the through hole on the tendon-implanted side of the member, the blocking plate is provided with an opening, and in the step of blocking the through hole on the tendon-implanted side of the member, the opening and the through hole are arranged in a staggered mode so as to block the through hole on the tendon-implanted side of the member;
in the step of releasing the plugging of the through hole on the bar-planting side of the member, the plugging plate is moved to communicate the opening with the through hole so that one end of the anchor passes through the through hole.
Alternatively, in some embodiments, the through-hole on the tendon-planting side of the member is plugged with a plugging plate, and in the step of releasing the plugging of the through-hole on the tendon-planting side of the member, a perforated plate is used instead of the plugging plate so that the hole on the perforated plate communicates with the through-hole.
Optionally, in some embodiments, the perforated plate is attached to the bar-planted side of the member and moves in a direction approaching the plugging plate to push the plugging plate to move in a direction away from the through hole; and when the plugging plate leaves the through hole, taking away the plugging plate, and adjusting the position of the perforated plate to communicate the hole on the perforated plate with the through hole.
Optionally, in some embodiments, the perforated plate is attached to the steel bar planting side of the member and moves towards the direction close to the plugging plate to push the plugging plate to move away from the through hole until the hole on the perforated plate is communicated with the through hole.
Optionally, in certain embodiments, in the step of pouring glue into the through-going hole from the anchoring side, glue is poured into the through-going hole.
Optionally, in some embodiments, the plugging plate is pressed against the planting side of the member by a pressing device.
Optionally, in some embodiments, after the end of the anchor member is passed out of the through hole, the method further comprises the step of checking whether the glue on the anchoring side and the tendon-implanting side is full, and if not, filling the glue again.
Optionally, in some embodiments, after the end of the anchor is passed out of the through-hole, the method further comprises the step of removing the glue on the outer surface of the anchor passed out of the through-hole.
Compared with the prior art, the invention has the beneficial effects that:
the invention provides an anchoring and glue-pouring method for drilling a through hole and planting a rib, which comprises the steps of plugging a through hole at the rib planting side of a component, pouring glue into the through hole from the anchoring side, ensuring the glue-pouring amount and pressure because the through hole at the rib planting side is closed, penetrating one end of an anchoring part into the through hole after glue pouring from the anchoring side, and removing the plugging of the through hole at the rib planting side of the component when one end of the anchoring part reaches the rib planting side, so that the anchoring part penetrates out of the through hole, and ensuring the fullness degree of the glue pouring.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below, and it is obvious that the drawings in the following description are some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts.
Fig. 1 is a flowchart of a method for anchoring and glue pouring by drilling through holes and planting bars according to an embodiment of the present invention;
FIG. 2 is a schematic view of the plugging plate in the embodiment of the present invention, in a state that the penetrating holes on the tendon-implanted side of the member are sealed;
fig. 3 is a schematic view of the state in which the opening of the blocking plate is communicated with the through hole on the bar-planting side of the member in the embodiment of the present invention;
fig. 4 is a schematic structural view of the anchoring member and the member after anchoring in the embodiment of the present invention.
Icon: 100-a member; 200-a through hole; 101-an anchoring side; 102-the tendon-implanted side; 103-an anchor; 104-plugging plate; 105-circular port.
Detailed Description
The technical solutions of the present invention will be described clearly and completely with reference to the following embodiments, and it should be understood that the described embodiments are some, but not all, embodiments of the present invention. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
In the description of the present invention, it should be noted that, as the terms "center", "upper", "lower", "left", "right", "inner", "outer", etc. appear, their indicated orientations or positional relationships are based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplicity of description, but do not indicate or imply that the device or element being referred to must have a particular orientation, be constructed and operated in a particular orientation, and thus, should not be construed as limiting the present invention.
In the description of the present invention, it should be noted that, unless otherwise explicitly stated or limited, the terms "mounted," "connected," and "connected" should be interpreted broadly, e.g., as being fixed or detachable or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1 to 4, the present embodiment provides a method for anchoring and glue-pouring through-hole and bar-planting, which is applied to a component 100 drilled with a through-hole 200, the component 100 having an anchoring side 101 and a bar-planting side 102 disposed opposite to each other, the through-hole 200 penetrating through the anchoring side 101 and the bar-planting side 102, and the method comprising the following steps:
a through hole 200 in the bar-planted side 102 of the plugging member 100;
pouring glue into the through hole 200 from the anchoring side 101;
one end of the anchor 103 is inserted into the through-hole 200 from the anchor side 101, and when the one end of the anchor 103 reaches the tendon-implanted side 102, the blocking of the through-hole 200 on the tendon-implanted side 102 of the member 100 is released, so that the one end of the anchor 103 is inserted out of the through-hole 200.
The method for drilling the through hole and planting the steel bar and anchoring the glue comprises the steps of plugging the through hole 200 of the steel bar planting side 102 of the component 100, then pouring the glue into the through hole 200 from the anchoring side 101, wherein the through hole 200 of the steel bar planting side 102 is sealed, so that the glue pouring amount and pressure can be ensured, penetrating one end of the anchoring piece 103 into the through hole 200 after the glue pouring from the anchoring side 101, and removing the plugging of the through hole 200 of the steel bar planting side 102 of the component 100 when one end of the anchoring piece 103 reaches the steel bar planting side 102, so that the anchoring piece 103 penetrates out of the through hole 200, and the full degree of the glue pouring is ensured.
The member 100 in this embodiment is a concrete member. Drilling a through hole and anchoring a steel bar, namely processing a through hole 200 on the concrete member and then anchoring the steel bar. The glue adopted in the embodiment is structural glue.
Optionally, in some embodiments, the outer surface of the anchoring element 103 exposed to the anchoring side 101 of the member 100 is coated with glue during the process of passing one end of the anchoring element 103 from the anchoring side 101 into the through-hole 200.
Specifically, in the implementation, when one end of the anchoring element 103 penetrates out of the through hole 200, glue is coated on the outer surface of the anchoring element 103 exposed out of the anchoring side 101 of the member 100 while continuing to penetrate into the anchoring element 103, so that the glue brought out by the penetrating part of the anchoring element 103 in the through hole can be effectively supplemented, and the structural glue in the through hole 200 is ensured to be dense and full.
Alternatively, in some embodiments, a plugging plate 104 is used to plug the through hole on the implanted side 102 of the member 100, the plugging plate 104 is provided with an opening, and in the step of plugging the through hole on the implanted side 102 of the member, the opening is arranged to be offset from the through hole 200, so that the through hole on the implanted side 102 of the member is sealed;
in the step of releasing the plugging of the through-hole of the bar-planted side 102 of the member, the plugging plate is moved so that the opening communicates with the through-hole, so that one end of the anchor 103 is passed out of the through-hole.
In this embodiment, the opening is a circular opening 105, the diameter of the circular opening 105 is slightly larger than the diameter of the anchoring member 103, and the diameter of the circular opening 105 is usually about 2mm larger than the diameter of the anchoring member 103, so that the anchoring member 103 can smoothly pass through the circular opening 105.
In practice, the through-hole 200 is first closed by the portion of the closure plate 104 without the circular opening 105, and when one end of the anchor 103 comes into contact with the closure plate 104, the closure plate 104 is moved so that the circular opening 105 in the closure plate 104 is aligned with the through-hole 200 in the component 100.
When the plugging plate 104 is moved, the plugging plate 104 may be translated against the bar-planted side 102.
It should be noted that, in order to reduce the amount of structural adhesive carried out by the anchor 103, the plugging plate 104 is removed after one end of the anchor 103 is passed out of the circular opening and reaches a set position.
Alternatively, in other embodiments, the through-hole on the tendon-implanted side of the member is plugged with a plugging plate, and in the step of releasing the plugging of the through-hole on the tendon-implanted side of the member, a perforated plate is used instead of the plugging plate 104 so that the hole on the perforated plate communicates with the through-hole 200.
In such other embodiments, no openings need be provided in the occlusion plate 104.
The hole in the perforated plate has a diameter larger than the diameter of the anchor 103.
Optionally, the hole of the perforated plate is also a circular opening 105, the diameter of the circular opening 105 is slightly larger than the diameter of the anchoring member 103, and the diameter of the circular opening 105 is usually about 2mm larger than the diameter of the anchoring member 103, so that the anchoring member 103 can smoothly pass through the circular opening 105.
It should be appreciated that the smaller the diameter of the circular port 105, the more effective the amount of structural glue that is carried out of the through-hole 200 after the anchor 103 exits the circular port 105.
In this embodiment, the diameter of the circular port 105 is 1.5mm larger than the diameter of the anchor 103.
Optionally, in some embodiments, the perforated plate is attached to the rebar planting side 102 of the member 100 and moved in a direction closer to the plugging plate 104 to push the plugging plate 104 to move in a direction away from the through-hole 200; when the plugging plate leaves the through hole, the plugging plate is taken away, and the position of the perforated plate is adjusted, so that the hole on the perforated plate is communicated with the through hole.
In practice, when one end of the anchoring member 103 contacts the plugging plate 104, the perforated plate is attached to the bar-planted side 102 of the member 100 and moves in a direction approaching the plugging plate 104, wherein the thickness surface of the perforated plate abuts against the thickness surface of the plugging plate 104 to push the plugging plate 104 to move in a direction away from the through hole 200; when the blanking plate 104 is removed from the through-hole 200, the blanking plate 104 is removed and the position of the perforated plate is adjusted so that the holes in the perforated plate communicate with the through-hole 200. At this time, the anchor 103 can smoothly come out from the hole of the perforated plate.
Alternatively, in some embodiments, the perforated plate is attached to the rebar planting side of the component and moved in a direction towards the plugging plate 104 to push the plugging plate 104 in a direction away from the through-hole until the hole in the perforated plate is in communication with the through-hole. In this embodiment, the holes in the perforated sheet are first communicated with the through holes, and the blanking sheet 104 is then removed.
It should be noted that the perforated plate is removed when one end of the anchor 103 has passed out of the hole in the perforated plate and reached the set position.
Optionally, in certain embodiments, the through-hole 200 is filled with glue during the step of pouring glue into the through-hole 200 from the anchoring side 101.
In order to further ensure that the structural adhesive in the through hole 200 is full and dense, in the step of filling the structural adhesive from the anchoring side 101 into the through hole 200, the structural adhesive needs to be filled in the through hole 200.
Optionally, in certain embodiments, the blanking plate 104 is pressed against the rebar side 102 of the member 100 by a pressing device.
Alternatively, the pressurizing device may be a cylinder, a piston rod of the cylinder is connected to the plugging plate 104, and the piston rod extends out facing the rebar planting side 102 to press the plugging plate 104 against the rebar planting side 102.
It should be noted that the pressing device may also be a template metal card (commonly called "fire hook") that is commonly used at a construction site.
Under the general condition, to setting up the bar planting anchor mode that additional anchor plate carries out the reinforcement processing at the anchor side 101 of component 100, owing to set up additional anchor plate, anchor assembly 103 and anchor steel sheet fixed connection together, can improve the fastness of being connected of anchor assembly 103 and component 100 to a certain extent, consequently, do not pay attention to closely knit degree and the plumpness of structural adhesive in the through-hole, but in the actual atress process of component, the effective transmission of the anchor of reinforcing bar and the component internal force can not be ensured to the anchor of additional anchor plate only, can not guarantee the structural safety of component, and adopt the through-hole bar planting anchor encapsulating method that this embodiment provided, can guarantee effectively that its encapsulating is plump, closely knit, guarantee that anchor performance reaches the settlement requirement.
For the new anchoring method in which the other end of the anchoring member 103 is located inside the component 100, because no additional anchoring plate is connected to the anchoring member 103, the degree of fullness and compactness of the structural adhesive is very important. By adopting the method for anchoring and glue pouring by drilling the through holes and planting the steel bars, the full and compact glue pouring can be effectively ensured, and the anchoring performance is further improved.
Optionally, in some embodiments, after the other end of the anchoring member 103 is located at the position penetrating out of the through hole, the method further comprises the step of checking whether the glue on the anchoring side 101 and the bar planting side 102 is full, and if not, filling the glue again.
Whether the glue on the hole edges of the through holes of the anchoring side 101 and the bar planting side 102 is full or not is checked, and the glue is filled when the glue is not full, so that the full degree of glue filling can be further ensured.
Optionally, in some embodiments, after the end of the anchor 103 exits the through-hole, the step of removing the glue from the outer surface of the anchor exiting the through-hole is further included.
The anchoring part 103 penetrating out of the through hole can bring out the structural adhesive in the through hole, the structural adhesive is attached to the outer surface of the anchoring part 103 to influence subsequent construction, and the outer surface of the anchoring part 103 can be cleaned up by timely removing the structural adhesive on the outer surface of the anchoring part 103 penetrating out of the through hole, so that the subsequent construction can be guaranteed to be carried out smoothly.
The anchor 103 in this embodiment is an anchoring bar.
The anchor 103 may be a steel screw.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; while the invention has been described in detail and with reference to the foregoing embodiments, it will be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; and the modifications or the substitutions do not make the essence of the corresponding technical solutions depart from the scope of the technical solutions of the embodiments of the present invention.
Claims (10)
1. A method for drilling a through hole and planting a steel bar for anchoring and glue pouring is applied to a component drilled with a through hole, the component is provided with an anchoring side and a steel bar planting side which are arranged oppositely, the through hole penetrates through the anchoring side and the steel bar planting side, and the method is characterized by comprising the following steps:
plugging the through holes on the tendon-implanted side of the member;
pouring glue into the through hole from the anchoring side;
and penetrating one end of an anchoring part into the through hole from the anchoring side, and when the one end of the anchoring part reaches the bar planting side, releasing the blocking of the through hole on the bar planting side of the member so as to enable the one end of the anchoring part to penetrate out of the through hole.
2. The method as claimed in claim 1, wherein an outer surface of the anchoring member exposed to the anchoring side of the member is coated with an adhesive while one end of the anchoring member is inserted into the through hole from the anchoring side.
3. The method for anchoring and glue-pouring by drilling the through hole and planting the steel bar according to claim 1, wherein a blocking plate is used for blocking the through hole on the planting bar side of the member, the blocking plate is provided with an opening, and in the step of blocking the through hole on the planting bar side of the member, the opening and the through hole are arranged in a staggered mode so as to enable the through hole on the planting bar side of the member to be closed;
in the step of releasing the plugging of the through hole on the bar-planting side of the member, the plugging plate is moved to communicate the opening with the through hole so that one end of the anchor passes through the through hole.
4. The method for anchoring and glue-pouring by drilling through holes and planting bars as claimed in claim 1, wherein the through holes on the planting bar side of the member are plugged by plugging plates, and in the step of removing the plugging of the through holes on the planting bar side of the member, the plugging plates are replaced by perforated plates so that the holes on the perforated plates are communicated with the through holes.
5. The method for anchoring and glue pouring by drilling the through holes and planting the steel bars as claimed in claim 4, wherein the perforated plate is attached to the steel bar planting side of the component and moves towards the direction close to the plugging plate so as to push the plugging plate to move towards the direction far away from the through hole; and when the plugging plate leaves the through hole, taking away the plugging plate, and adjusting the position of the perforated plate to communicate the hole on the perforated plate with the through hole.
6. The method for anchoring and glue-pouring by drilling the through holes and planting the steel bars as claimed in claim 4, wherein the perforated plate is attached to the steel bar planting side of the member and moves towards the direction close to the plugging plate so as to push the plugging plate to move towards the direction far away from the through holes until the holes in the perforated plate are communicated with the through holes.
7. The method for anchoring and glue-pouring through-hole bar planting according to any one of claims 1 to 6, wherein in the step of pouring glue into the through-hole from the anchoring side, the through-hole is filled with glue.
8. The method for anchoring and glue-pouring by drilling through holes and planting bars as claimed in any one of claims 3 to 6, wherein the plugging plate is pressed against the planting bar side of the component by a pressurizing device.
9. The method for anchoring and glue-pouring by drilling the through holes and planting the steel bars as claimed in any one of claims 1 to 6, further comprising the step of checking whether the glue on the anchoring side and the planting side is full after one end of the anchoring part penetrates out of the through hole, and if not, filling the glue again.
10. The method for anchoring and glue-pouring by drilling through holes and planting bars as claimed in any one of claims 1 to 6, further comprising the step of removing glue on the outer surface of the anchoring element which is penetrated out of the through hole after one end of the anchoring element is penetrated out of the through hole.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010471728.8A CN111535591A (en) | 2020-05-28 | 2020-05-28 | Method for drilling through hole and planting bar, anchoring and glue pouring |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202010471728.8A CN111535591A (en) | 2020-05-28 | 2020-05-28 | Method for drilling through hole and planting bar, anchoring and glue pouring |
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| Publication Number | Publication Date |
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| CN111535591A true CN111535591A (en) | 2020-08-14 |
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202010471728.8A Pending CN111535591A (en) | 2020-05-28 | 2020-05-28 | Method for drilling through hole and planting bar, anchoring and glue pouring |
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|---|---|---|---|---|
| DE3905095A1 (en) * | 1989-02-20 | 1990-08-23 | Int Intec Co Ets | INJECTION ANCHOR TO BE INSERTED INTO A PRE-DRILLED HOLE |
| CN102486049A (en) * | 2010-12-06 | 2012-06-06 | 上海伙隆实业有限公司 | Filler wall masonry tie bar planting method |
| JP2013044193A (en) * | 2011-08-25 | 2013-03-04 | Sumitomo Osaka Cement Co Ltd | Construction method of anchor |
| CN103334501A (en) * | 2013-06-26 | 2013-10-02 | 青岛建安建设集团有限公司 | Seepage prevention construction method for bolt holes in exterior walls of buildings |
| CN104234325A (en) * | 2014-09-22 | 2014-12-24 | 郑州大学 | Novel FRP rib adhesive type anchorage device with screw plug and mounting method of anchorage device |
| CN104594640A (en) * | 2014-12-01 | 2015-05-06 | 中建七局第四建筑有限公司 | High-rise building secondary structure foam concrete cast-in-situ bar planting technology and construction method thereof |
| CN106968450A (en) * | 2017-03-29 | 2017-07-21 | 北京建筑大学 | A kind of embedded fiber reinforcement polymer bar anchor and anchoring process |
| CN107060365A (en) * | 2017-05-12 | 2017-08-18 | 中冶建工集团有限公司 | The construction method of frame column opposite sides bar planting simultaneously |
-
2020
- 2020-05-28 CN CN202010471728.8A patent/CN111535591A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE3905095A1 (en) * | 1989-02-20 | 1990-08-23 | Int Intec Co Ets | INJECTION ANCHOR TO BE INSERTED INTO A PRE-DRILLED HOLE |
| CN102486049A (en) * | 2010-12-06 | 2012-06-06 | 上海伙隆实业有限公司 | Filler wall masonry tie bar planting method |
| JP2013044193A (en) * | 2011-08-25 | 2013-03-04 | Sumitomo Osaka Cement Co Ltd | Construction method of anchor |
| JP5672197B2 (en) * | 2011-08-25 | 2015-02-18 | 住友大阪セメント株式会社 | Anchor construction method |
| CN103334501A (en) * | 2013-06-26 | 2013-10-02 | 青岛建安建设集团有限公司 | Seepage prevention construction method for bolt holes in exterior walls of buildings |
| CN104234325A (en) * | 2014-09-22 | 2014-12-24 | 郑州大学 | Novel FRP rib adhesive type anchorage device with screw plug and mounting method of anchorage device |
| CN104594640A (en) * | 2014-12-01 | 2015-05-06 | 中建七局第四建筑有限公司 | High-rise building secondary structure foam concrete cast-in-situ bar planting technology and construction method thereof |
| CN106968450A (en) * | 2017-03-29 | 2017-07-21 | 北京建筑大学 | A kind of embedded fiber reinforcement polymer bar anchor and anchoring process |
| CN107060365A (en) * | 2017-05-12 | 2017-08-18 | 中冶建工集团有限公司 | The construction method of frame column opposite sides bar planting simultaneously |
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