CN109577501A - A kind of external wall insulation anchoring construction method - Google Patents
A kind of external wall insulation anchoring construction method Download PDFInfo
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- CN109577501A CN109577501A CN201811505254.3A CN201811505254A CN109577501A CN 109577501 A CN109577501 A CN 109577501A CN 201811505254 A CN201811505254 A CN 201811505254A CN 109577501 A CN109577501 A CN 109577501A
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- detection ruler
- detection
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- ruler
- depth
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- 238000009413 insulation Methods 0.000 title claims abstract description 35
- 238000010276 construction Methods 0.000 title claims abstract description 27
- 238000004873 anchoring Methods 0.000 title claims abstract description 22
- 238000001514 detection method Methods 0.000 claims abstract description 154
- 238000012360 testing method Methods 0.000 claims abstract description 18
- 238000005553 drilling Methods 0.000 claims abstract description 6
- 238000012797 qualification Methods 0.000 claims abstract description 4
- 230000017260 vegetative to reproductive phase transition of meristem Effects 0.000 claims abstract description 3
- 230000007246 mechanism Effects 0.000 claims description 8
- 238000005259 measurement Methods 0.000 claims description 6
- 229910001315 Tool steel Inorganic materials 0.000 claims description 5
- 230000015572 biosynthetic process Effects 0.000 claims description 4
- 238000007689 inspection Methods 0.000 claims description 4
- 238000005520 cutting process Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 abstract description 3
- 229910000831 Steel Inorganic materials 0.000 description 3
- 238000005260 corrosion Methods 0.000 description 3
- 230000007797 corrosion Effects 0.000 description 3
- 239000000463 material Substances 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 241001074085 Scophthalmus aquosus Species 0.000 description 2
- 238000005452 bending Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 238000000605 extraction Methods 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 239000004033 plastic Substances 0.000 description 2
- 238000003860 storage Methods 0.000 description 2
- RNFJDJUURJAICM-UHFFFAOYSA-N 2,2,4,4,6,6-hexaphenoxy-1,3,5-triaza-2$l^{5},4$l^{5},6$l^{5}-triphosphacyclohexa-1,3,5-triene Chemical compound N=1P(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP(OC=2C=CC=CC=2)(OC=2C=CC=CC=2)=NP=1(OC=1C=CC=CC=1)OC1=CC=CC=C1 RNFJDJUURJAICM-UHFFFAOYSA-N 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000005253 cladding Methods 0.000 description 1
- 238000013461 design Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 239000011152 fibreglass Substances 0.000 description 1
- 239000003063 flame retardant Substances 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
- 229920000642 polymer Polymers 0.000 description 1
- 229920006327 polystyrene foam Polymers 0.000 description 1
- 238000004153 renaturation Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/762—Exterior insulation of exterior walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/762—Exterior insulation of exterior walls
- E04B1/7629—Details of the mechanical connection of the insulation to the wall
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/7675—Insulating linings for the interior face of exterior walls
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/76—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls specifically with respect to heat only
- E04B1/78—Heat insulating elements
- E04B1/80—Heat insulating elements slab-shaped
Landscapes
- Physics & Mathematics (AREA)
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Acoustics & Sound (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Length-Measuring Instruments Using Mechanical Means (AREA)
Abstract
The invention discloses a kind of external wall insulation anchoring construction methods, include the following steps: to measure unwrapping wire according to construction drawing, determine the position of anchor hole and drilling, the depth of all anchor holes is detected, secondary drilling is carried out to underproof anchor hole, secondary detection is carried out to the depth of anchor hole again, all after qualification, then carries out the anchor bolt fixed installation of external wall insulation;Before detection, the depth detection tool such as flowering structure, including handle are first obtained, one end of the handle is axially extending the detection ruler being in the form of a column, and the length that the detection ruler stretches out the handle is consistent with the qualified depth of the minimum of anchor hole to be detected;When detection, it will test ruler and be inserted into anchor hole to be detected, it is otherwise unqualified if the end face patch touching metope of handle, qualified.The present invention has and can quickly detect whether anchor bolt hole depth meets the requirements, it is ensured that external wall insulation anchoring is stablized, and is conducive to improve construction quality, the advantages that eliminating safe hidden trouble.
Description
Technical field
The present invention relates to technical field of building construction, in particular to a kind of external wall insulation anchoring construction method.
Background technique
External wall insulation is also horizon decorating outer wall of building integrated board.It is by polymer mortar, fiberglass gridding
The Material claddings such as cloth, flame retardant type molded polystyrene foams plate (EPS) or extruded sheet (XPS) form, the functions such as external wall insulation
In one.The factorial production, scene bonding construction, is to meet current Building Energy Saving demand, improves industry and civil buildings
The preferred material of exterior-wall heat insulation level, and the preferred material to existing building reducing energy consumption.Serve as present high-rise outer wall
Indoor mall and industrial equipment have low cost effect good corrosion-resistant, pollution-free.
External wall insulation mainly passes through plastic anchor bolt and is anchored on concrete wall surface, when anchoring, it is desirable that the depth of anchor hole
Greater than the length of plastic anchor bolt, otherwise it be easy to cause anchoring not in place, anchor force is smaller, easily leads to insulation board and falls off, both influenced
Construction quality, but there are security risks.To guarantee construction quality, before anchoring, need to detect the depth of anchor hole, mesh
Before, the detection of anchor bolt hole depth is mainly filled in anchor hole by elongated steel needle, nip exposed parts taking-up, then with gage into
Row measurement.Also scale or on steel needle is indicated, is directly read after taking-up.However, since anchor bolt hole number is more, to each anchor bolt
It is read again after hole measurement, detection efficiency is extremely low, and since arbitrariness is also big for the selection of steel needle, easily loses after use, weight
Renaturation is poor.
Summary of the invention
In view of the above shortcomings of the prior art, the technical problems to be solved by the present invention are: how one kind is provided can be fast
Whether speed detection anchor bolt hole depth meets the requirements, it is ensured that external wall insulation anchoring is stablized, and is conducive to improve construction quality, is eliminated peace
The external wall insulation anchoring construction method of full hidden danger.
In order to solve the above-mentioned technical problem, present invention employs the following technical solutions:
A kind of external wall insulation anchoring construction method, includes the following steps: to measure unwrapping wire according to construction drawing, determines anchor bolt
The position in hole and drilling, detect the depth of all anchor holes, carry out secondary brill to the anchor hole for not meeting depth requirements
Hole carries out secondary detection to the depth of anchor hole again, all after qualification, then carries out the anchor bolt fixed installation of external wall insulation;
It is characterized in that, first obtain the depth detection tool such as flowering structure before detection, including whole cylindrical handle, described
One end of hand is axially extending the detection ruler being in the form of a column, and the diameter of the detection ruler is less than the diameter of anchor hole to be detected, institute
Stating detection ruler, to stretch out the length of the handle consistent with the qualified depth of the minimum of anchor hole to be detected;When detection, it will test ruler and insert
Enter in anchor hole to be detected, it is otherwise unqualified if the end face patch touching metope of handle, qualified.
Since the diameter of detection ruler is less than the diameter of anchor hole to be measured, detection ruler is enabled to be successfully inserted at anchor hole
It is interior, and since the extension elongation of detection ruler is consistent with the qualified depth of the minimum of anchor hole to be measured, once then detection ruler can be complete
When being inserted into anchor hole, show the depth of the anchor hole be necessarily greater than or equal to detection ruler extension elongation, i.e. the anchor hole
Depth be greater than minimum qualified depth, meet depth requirements.Otherwise, show that the depth of the anchor hole is unqualified, need to bore again
Hole is to requiring depth.Using the tool, only need to will test ruler one is inserted into bottom, will test whether ruler can be fully inserted into as anchor hole
Depth whether He Ge standard, the efficiency of detection can be greatly improved, reduce the workload of testing staff, testing result is accurate.
Further, there is the glove hole of coaxial arrangement, the detection ruler is telescopically disposed in described on the handle
In glove hole, it is additionally provided with lockable mechanism between the detection ruler and the handle, enables the extension elongation of the detection ruler
It is kept fixed.
Since the anchor hole depth requirements of the external wall insulation of different size are inconsistent, using the above structure, so that it may will
Detection ruler is stretched out out of handle glove hole, keeps the minimum of the anchor hole of its extension elongation and different size external wall insulation qualified
Depth is consistent, and is kept fixed by the extension elongation that lockable mechanism will test ruler, so that it may realize and protect to different size exterior wall
The anchor hole of warm plate is detected, applied widely.
Further, there is the graduation mark being arranged along its length on the detection ruler.
In this way, utilizing the graduation mark being arranged on detection ruler, so that it may according to the anchor hole of the external wall insulation of different size
Depth requirements easily adjust the extension elongation of detection ruler, use is more convenient.
Further, the depth of the glove hole is greater than the length of the detection ruler, and the detection ruler is enable to receive completely
It is reduced in the glove hole.
Since the aperture of anchor hole is usually smaller, and the diameter of detection ruler is less than the aperture of anchor hole, so that detection ruler
Diameter is smaller.Using the above structure, after detection, ruler overall shrinkage can be will test, avoid detection ruler long-term exposed and
Bending deformation.And it is convenient for the storage of entire detection instrument.
Further, the lockable mechanism includes the cover board for being mounted on the extension end end of the handle, the cover board
Middle part have and coaxially penetrate through the location hole of setting with the glove hole, there is internal screw thread on the location hole;The detection ruler
The external screw thread that the upper internal screw thread with the location hole matches, the detection ruler are threadedly coupled with the cover board.
In this way, detection ruler also can use screw thread limitation detection ruler in axial direction by screw thread both adjustable extension elongation
On direct movement so that the extension elongation of detection ruler is kept fixed.
Further, there is the positioning surface formed along axial cutting on the detection ruler, have on the positioning surface along axis
To the graduation mark of setting.
Further, there is the baffle that can be rotated coaxially at the location hole of the cover board, have on the baffle for institute
The through-hole that detection ruler passes freely through is stated, the projection of the through-hole in the axial direction is equal with the axial section shape and size of the detection ruler
Matching, enables the baffle to rotate together with the detection ruler.
Since the through-hole of baffle is matched with the axial section shape and size of detection ruler, detection ruler can be followed always together
Rotation, and passed freely through for detection ruler.In this way, can use the length that baffle more accurately reads detection ruler stretching, just
In the extension elongation for accurately adjusting detection ruler.
Further, there are two the positioning surfaces, two positioning surfaces to be symmetrically disposed on institute for tool on the detection ruler
The two sides of detection ruler radial direction are stated, the distance of two positioning surfaces is less than the externally threaded path of the detection ruler;It is described
The positioning bore dia of cover board is consistent with the externally threaded major diameter of the detection ruler, and there are two radially right for positioning hole tool
It protrudes inwardly from the protruding portion of formation with claiming, there is plane corresponding with the positioning surface on the protruding portion, two described prominent
The interplanar spacing in portion is consistent with the externally threaded path of the detection ruler out;Have and the detection on two protruding portions
The corresponding internal screw thread of the external screw thread of ruler.
Since the internal diameter of location hole and the external screw thread major diameter of detection ruler are consistent, and the distance of two positioning surfaces on detection ruler
Less than the spacing of two protruding portions on location hole, so that detection ruler turns to the position of the plane face of positioning surface and protruding portion
When, detection ruler can be along axially free flexible.And detection ruler is once rotated, the plane of the positioning surface and protruding portion that make detection ruler is wrong
When position, the external screw thread on detection ruler is matched with the internal screw thread on protruding portion, so that it may the movement of lock detection ruler in the axial direction.
The length that ruler is pulled out to needs can quickly be will test in this way, then fine-tuned by screw thread.
Further, the end of the detection ruler has the radially prominent boss formed, and the boss is radially
Height outstanding is 0.5 ~ 1mm.
In this way, detection ruler can be prevented to be entirely retracted in glove hole, the extraction of more convenient detection ruler.
Further, the detection ruler is made of tool steel.
Tool steel has the characteristics that hardness height, good toughness, good corrosion resistance, good mechanical performance, can significantly extend inspection
The service life of measurement ruler.
In conclusion the present invention, which has, quickly to detect whether anchor bolt hole depth meets the requirements, it is ensured that external wall insulation
Anchoring is stablized, and is conducive to improve construction quality, the advantages that eliminating safe hidden trouble.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of depth detection tool.
Location diagram of the Fig. 2 between Fig. 1 cover plate and detection ruler.
Specific embodiment
Below with reference to embodiment, the present invention is described in further detail.
When specific implementation: as depicted in figs. 1 and 2, a kind of depth detection tool of external wall insulation anchor hole, including entirety
Cylindrical handle 1, one end of the handle 1 is axially extending the detection ruler 2 being in the form of a column, the diameter of the detection ruler 2
Less than the diameter of anchor hole to be detected, the detection ruler 2 stretches out the length of the handle 1 and the minimum qualification of anchor hole to be detected
Depth is consistent.
Since the diameter of detection ruler is less than the diameter of anchor hole to be measured, detection ruler is enabled to be successfully inserted at anchor hole
It is interior, and since the extension elongation of detection ruler is consistent with the qualified depth of the minimum of anchor hole to be measured, once then detection ruler can be complete
When being inserted into anchor hole, show the depth of the anchor hole be necessarily greater than or equal to detection ruler extension elongation, i.e. the anchor hole
Depth be greater than minimum qualified depth, meet depth requirements.Otherwise, show that the depth of the anchor hole is unqualified, need to bore again
Hole is to prescribed depth.Using the tool, only need to will test ruler one is inserted into bottom, will test whether ruler can be fully inserted into as anchor hole
Depth whether He Ge standard, the efficiency of detection can be greatly improved, reduce the workload of testing staff, testing result is accurate.
When implementation, there is the glove hole 3 of coaxial arrangement on the handle 1, the detection ruler 2 is telescopically disposed in described
In glove hole 3, it is additionally provided with lockable mechanism 4 between the detection ruler 2 and the handle 1, makes the extension elongation of the detection ruler 2
It is able to maintain fixation.
Since the anchor hole depth requirements of the external wall insulation of different size are inconsistent, using the above structure, so that it may will
Detection ruler is stretched out out of handle glove hole, keeps the minimum of the anchor hole of its extension elongation and different size external wall insulation qualified
Depth is consistent, and is kept fixed by the extension elongation that lockable mechanism will test ruler, so that it may realize and protect to different size exterior wall
The anchor hole of warm plate is detected, applied widely.
When implementation, there is the graduation mark being arranged along its length on the detection ruler 2.
In this way, utilizing the graduation mark being arranged on detection ruler, so that it may according to the anchor hole of the external wall insulation of different size
Depth requirements easily adjust the extension elongation of detection ruler, use is more convenient.
When implementation, the depth of the glove hole 3 is greater than the length of the detection ruler 2, and the detection ruler 2 is enable to receive completely
It is reduced in the glove hole 3.
Since the aperture of anchor hole is usually smaller, and the diameter of detection ruler is less than the aperture of anchor hole, so that detection ruler
Diameter is smaller.Using the above structure, after detection, ruler overall shrinkage can be will test, avoid detection ruler long-term exposed and
Bending deformation.And it is convenient for the storage of entire detection instrument.
When implementation, the lockable mechanism 4 includes the cover board 41 for being mounted on the extension end end of the handle 1, the lid
The middle part of plate 41 has the location hole with the coaxial perforation setting of the glove hole 3, has internal screw thread on the location hole;The inspection
There is the external screw thread to match with the internal screw thread of the location hole, the detection ruler 2 connects with 41 screw thread of cover board in measurement ruler 2
It connects.
In this way, detection ruler also can use screw thread limitation detection ruler in axial direction by screw thread both adjustable extension elongation
On direct movement so that the extension elongation of detection ruler is kept fixed.
When implementation, there is the positioning surface formed along axial cutting on the detection ruler 2, have on the positioning surface along axial direction
The graduation mark of setting.
When implementation, there is the baffle 42 that can be rotated coaxially, having on the baffle 42 can at the location hole of the cover board 41
For the through-hole that the detection ruler 2 passes freely through, the axial section shape of the projection of the through-hole in the axial direction and the detection ruler 2 and
Size matches, and the baffle 42 is enable to rotate together with the detection ruler 2.
Since the through-hole of baffle is matched with the axial section shape and size of detection ruler, detection ruler can be followed always together
Rotation, and passed freely through for detection ruler.In this way, can use the length that baffle more accurately reads detection ruler stretching, just
In the extension elongation for accurately adjusting detection ruler.
When implementation, there are two the positioning surface, two positioning surfaces are symmetrically disposed on described tool on the detection ruler 2
The two sides of 2 radial direction of detection ruler, the distance of two positioning surfaces are less than the externally threaded path of the detection ruler 2;It is described
The positioning bore dia of cover board 41 is consistent with the externally threaded major diameter of the detection ruler 2, and there are two along diameter for positioning hole tool
To the protruding portion formed is symmetrically protruded inwardly from, there are plane corresponding with the positioning surface, two institutes on the protruding portion
The interplanar spacing for stating protruding portion is consistent with the externally threaded path of the detection ruler 2;Have and institute on two protruding portions
State the corresponding internal screw thread of external screw thread of detection ruler 2.
Since the internal diameter of location hole and the external screw thread major diameter of detection ruler are consistent, and the distance of two positioning surfaces on detection ruler
Less than the spacing of two protruding portions on location hole, so that detection ruler turns to the position of the plane face of positioning surface and protruding portion
When, detection ruler can be along axially free flexible.And detection ruler is once rotated, the plane of the positioning surface and protruding portion that make detection ruler is wrong
When position, the external screw thread on detection ruler is matched with the internal screw thread on protruding portion, so that it may the movement of lock detection ruler in the axial direction.
The length that ruler is pulled out to needs can quickly be will test in this way, then fine-tuned by screw thread.
When implementation, the end of the detection ruler 2 has the boss of radially prominent formation, and the boss is radially dashed forward
Height out is 0.5 ~ 1mm.
In this way, detection ruler can be prevented to be entirely retracted in glove hole, the extraction of more convenient detection ruler.
When implementation, the detection ruler 2 is made of tool steel.
Tool steel has the characteristics that hardness height, good toughness, good corrosion resistance, good mechanical performance, can significantly extend inspection
The service life of measurement ruler.
When Specific construction, using following steps: measuring unwrapping wire according to construction drawing, determine the position of anchor hole and brill
Hole will test ruler and extract out out of handle then by above-mentioned depth detection tool, and long by the stretching that screw thread finely tunes detection ruler
Degree keeps it consistent with minimal design depth (the i.e. minimum qualified depth) of anchor hole, examines to the depth of all anchor holes
It surveys, secondary drilling is carried out to the anchor hole for not meeting depth requirements, secondary detection is carried out to the depth of anchor hole again, is all closed
After lattice, then carry out the anchor bolt fixed installation of external wall insulation.
The foregoing is merely illustrative of the preferred embodiments of the present invention, is not limitation with the present invention, all in essence of the invention
Made any modifications, equivalent replacements, and improvements etc., should all be included in the protection scope of the present invention within mind and principle.
Claims (10)
1. a kind of external wall insulation anchoring construction method, includes the following steps: to measure unwrapping wire according to construction drawing, determines anchor
The position of keyhole and drilling, detect the depth of all anchor holes, carry out to the anchor hole for not meeting depth requirements secondary
Drilling carries out secondary detection to the depth of anchor hole again, all after qualification, then carries out the fixed peace of anchor bolt of external wall insulation
Dress;It is characterized in that, first obtain the depth detection tool such as flowering structure before detection, including whole cylindrical handle (1),
One end of the handle (1) is axially extending the detection ruler (2) being in the form of a column, and the diameter of the detection ruler (2) is less than to be detected
The diameter of anchor hole, the detection ruler (2) stretch out the qualified depth one of minimum of the length and anchor hole to be detected of the handle (1)
It causes;When detection, it will test ruler and be inserted into anchor hole to be detected, it is otherwise unqualified if the end face patch touching metope of handle, qualified.
2. external wall insulation anchoring construction method as described in claim 1, which is characterized in that have on the handle (1) same
The glove hole (3) of axis setting, the detection ruler (2) are telescopically disposed in the glove hole (3), the detection ruler (2) with
Lockable mechanism (4) are additionally provided between the handle (1), the extension elongation of the detection ruler (2) is made to be able to maintain fixation.
3. external wall insulation anchoring construction method as claimed in claim 2, which is characterized in that have on the detection ruler (2)
The graduation mark being arranged along its length.
4. external wall insulation anchoring construction method as claimed in claim 2, which is characterized in that the depth of the glove hole (3)
It greater than the length of the detection ruler (2), be contracted to the detection ruler (2) can completely in the glove hole (3).
5. external wall insulation anchoring construction method as claimed in claim 4, which is characterized in that the lockable mechanism (4) includes
It is mounted on the cover board (41) of the extension end end of the handle (1), the middle part of the cover board (41) has and the glove hole
(3) coaxial to penetrate through the location hole being arranged, there is internal screw thread on the location hole;Have and the positioning on the detection ruler (2)
The external screw thread that the internal screw thread in hole matches, the detection ruler (2) are threadedly coupled with the cover board (41).
6. external wall insulation anchoring construction method as claimed in claim 5, which is characterized in that have on the detection ruler (2)
Along the positioning surface of axial cutting formation, there is axially disposed graduation mark on the positioning surface.
7. external wall insulation anchoring construction method as claimed in claim 6, which is characterized in that the location hole of the cover board (41)
Locate that there is the baffle (42) that can be rotated coaxially, there is the through-hole passed freely through for the detection ruler (2) on the baffle (42),
The projection of the through-hole in the axial direction is matched with the axial section shape and size of the detection ruler (2), makes the baffle (42)
It can be rotated together with the detection ruler (2).
8. external wall insulation anchoring construction method as described in claim 1, which is characterized in that have on the detection ruler (2)
Two positioning surfaces, two positioning surfaces are symmetrically disposed on the two sides of the detection ruler (2) radial direction, described in two
The distance of positioning surface is less than the externally threaded path of the detection ruler (2);The positioning bore dia of the cover board (41) and the inspection
The externally threaded major diameter of measurement ruler (2) is consistent, and there are two radially symmetrically protrude inwardly from the prominent of formation for positioning hole tool
Portion out, has plane corresponding with the positioning surface on the protruding portion, the interplanar spacing of two protruding portions with it is described
The externally threaded path of detection ruler (2) is consistent;Have on two protruding portions opposite with the external screw thread of the detection ruler (2)
The internal screw thread answered.
9. external wall insulation anchoring construction method as claimed in claim 5, which is characterized in that the end of the detection ruler (2)
With the radially prominent boss formed, the radially projecting height of the boss is 0.5 ~ 1mm.
10. external wall insulation anchoring construction method as described in claim 1, which is characterized in that the detection ruler (2) uses work
Tool steel is made.
Priority Applications (1)
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CN201811505254.3A CN109577501A (en) | 2018-12-10 | 2018-12-10 | A kind of external wall insulation anchoring construction method |
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CN201811505254.3A CN109577501A (en) | 2018-12-10 | 2018-12-10 | A kind of external wall insulation anchoring construction method |
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DE3915672A1 (en) * | 1989-05-13 | 1990-11-15 | Paul Erich Kettler | Fixing hole depth checking-adjusting arrangement gravestones - has inner tube movable within outer tube whose dia. matches bored hole recess dia. |
US5382120A (en) * | 1993-12-27 | 1995-01-17 | Parsons; Richard E. | Drill bit depth minder |
CN101983114A (en) * | 2008-03-06 | 2011-03-02 | 爱尔文工业工具公司 | Quick change arbor, hole cutter, and method |
CN104612261A (en) * | 2014-12-08 | 2015-05-13 | 永升建设集团有限公司 | Method for external insulation construction of polystyrene board thin plastered surface in cold and windy area |
CN204555861U (en) * | 2015-03-02 | 2015-08-12 | 盛网军 | A kind of vernier depth gauge of head-exchangeable |
CN105466310A (en) * | 2015-11-20 | 2016-04-06 | 重庆万事通机械制造有限公司 | Detection method for aperture and hole depth of automobile component |
CN206891333U (en) * | 2017-07-05 | 2018-01-16 | 叶东甫 | A kind of Thickness sensitivity instrument of skin heat-insulation layer |
CN208125037U (en) * | 2018-01-30 | 2018-11-20 | 中国华冶科工集团有限公司 | Bar planting hole depth measuring device |
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2018
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US5382120A (en) * | 1993-12-27 | 1995-01-17 | Parsons; Richard E. | Drill bit depth minder |
CN101983114A (en) * | 2008-03-06 | 2011-03-02 | 爱尔文工业工具公司 | Quick change arbor, hole cutter, and method |
CN104612261A (en) * | 2014-12-08 | 2015-05-13 | 永升建设集团有限公司 | Method for external insulation construction of polystyrene board thin plastered surface in cold and windy area |
CN204555861U (en) * | 2015-03-02 | 2015-08-12 | 盛网军 | A kind of vernier depth gauge of head-exchangeable |
CN105466310A (en) * | 2015-11-20 | 2016-04-06 | 重庆万事通机械制造有限公司 | Detection method for aperture and hole depth of automobile component |
CN206891333U (en) * | 2017-07-05 | 2018-01-16 | 叶东甫 | A kind of Thickness sensitivity instrument of skin heat-insulation layer |
CN208125037U (en) * | 2018-01-30 | 2018-11-20 | 中国华冶科工集团有限公司 | Bar planting hole depth measuring device |
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