CN108661344A - Historic building fire prevention protective reinforcing device - Google Patents

Historic building fire prevention protective reinforcing device Download PDF

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Publication number
CN108661344A
CN108661344A CN201810376635.XA CN201810376635A CN108661344A CN 108661344 A CN108661344 A CN 108661344A CN 201810376635 A CN201810376635 A CN 201810376635A CN 108661344 A CN108661344 A CN 108661344A
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CN
China
Prior art keywords
shell
crossbeam
reinforcing member
fire prevention
wooden frame
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Granted
Application number
CN201810376635.XA
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Chinese (zh)
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CN108661344B (en
Inventor
罗文�
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Individual
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Individual
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Priority to CN201810376635.XA priority Critical patent/CN108661344B/en
Publication of CN108661344A publication Critical patent/CN108661344A/en
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Publication of CN108661344B publication Critical patent/CN108661344B/en
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    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04GSCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
    • E04G23/00Working measures on existing buildings
    • E04G23/02Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
    • E04G23/0218Increasing or restoring the load-bearing capacity of building construction elements
    • E04G2023/0248Increasing or restoring the load-bearing capacity of building construction elements of elements made of wood

Abstract

The present invention relates to a kind of historic building fire prevention protective reinforcing devices, it include the rotating device rotated to crossbeam, the rotating device includes rectangular setting and the crossbeam positioning component positioned to four sides of crossbeam and clamping rings and rotation annulus in coaxial arrangement, the rotation annulus, which can circumferentially rotate, to be arranged on clamping rings, it is provided with the fixation kit that crossbeam positioning component is fixed between rotation annulus and the crossbeam positioning component, the fixation kit is in be detachably connected with crossbeam positioning component, the drive component for driving the rotation annulus to circumferentially rotate is provided between the rotation annulus and clamping rings.The present invention improves the level of China's gallows timber rehabilitating historic building technique, and can obtain certain economic benefit.

Description

Historic building fire prevention protective reinforcing device
Technical field
The present invention relates to field of textile equipment, and in particular to a kind of historic building fire prevention protective reinforcing device.
Background technology
Ancient building is usually the wooden component joggle, and meeting run-off the straight, crossbeam are also easy to happen one between timber trestle and crossbeam Determine the deflection of angle, there are certain difficulty for protective reinforcing.
Invention content
In view of the deficiencies of the prior art, the present invention intends to provide a kind of historic building fire prevention protective reinforcing dress It sets.
To achieve the above object, the present invention provides following technical solutions:A kind of historic building fire prevention protective reinforcing device, Include the rotating device rotated to crossbeam, the rotating device includes rectangular setting and carried out to four sides of crossbeam The crossbeam positioning component of positioning and in coaxial arrangement clamping rings with rotation annulus, the rotation annulus, which can circumferentially rotate, to be set It sets on clamping rings, is provided between rotation annulus and the crossbeam positioning component and consolidates to what crossbeam positioning component was fixed Determine component, the fixation kit, in being detachably connected, is arranged with crossbeam positioning component between rotation annulus and the clamping rings There is the drive component for driving the rotation annulus to circumferentially rotate.
So set, when being rotated to crossbeam, crossbeam fixation kit is first assembled to four sides on crossbeam and to beam Face is positioned, and clamping rings, rotation annulus and fixation kit are then assembled so that fixation kit to crossbeam positioning component into Row is fixed, then is driven rotation annulus to be relatively fixed annulus by drive component and rotated, to be rotated to crossbeam, and Can scale be set between rotation annulus and clamping rings, to improve the accuracy of crossbeam-rotating angle.
The present invention is further arranged:The crossbeam positioning component includes four sides positioned to four sides of crossbeam Plate, four positioning side plates are detachably connected by connector and two adjacent positioning side plates, and the fixation kit is provided with Four groups, four groups of fixation kits include respectively handwheel, screw rod, pedestal and clamping plate, and the screw rod is connect with pedestal screw-thread fit, The handwheel is arranged with screw rod in linkage, and the clamping plate is arranged in the screw rod with respect to the handwheel other end and matches with positioning side plate It closes, the pedestal is fixedly connected with rotation annulus.
So set, structure is simpler, operation is more convenient.
The present invention is further arranged:The driving component includes lead screw body, the first screw rodb base, the second screw rodb base and rotation Wheel, the lead screw body are in that linkage is arranged with the rotating wheel, and the lead screw body and the first screw rodb base are in axial and radial positioning, axis To rotatable setting, the lead screw body is connect with the second screw rodb base in screw-thread fit, and first screw rodb base is cut with scissors with clamping rings It connects in succession, second screw rodb base and rotation annulus articulated connection, the clamping rings is with rotation annulus respectively by two and half Annulus is spliced to form.
So set, structure is simpler, operation is more convenient.
The present invention is further arranged:Further include shoring-tensioning equipment, by very heavy shore, two secondary flower basket bolt drag-lines and Node steel hoop is constituted;Steel pipe strut is used for support top to inclined column cap on the inside of timber trestle in very heavy shore;Flower basket bolt is drawn Rope is screwed on the reinforcing bar that is nested on spiral and threaded one end reinforcing bar of the end with crotch by flower basket bolt, flower basket bolt both ends Meter is constituted;Two secondary flower basket bolt drag-lines for tensioning to inclined column cap on the outside of timber trestle, for very heavy shore by node steel hoop The connection of bar, flower basket bolt drag-line and timber trestle.
So set, can be resetted to inclined timber trestle.
The present invention is further arranged:Node steel hoop is connected by semicircle coating steel pipe, stainless steel hinge with bolt and nut Part is constituted, and symmetrical ring-bolt is welded on the side of two halves circle coating steel pipe.
So set, structure is simpler, operation is more convenient.
The present invention is further arranged:The node steel hoop is by semicircle coating steel pipe, stainless steel hinge and bolt and nut Connector is constituted, wherein being welded with the hollow steel pipe pedestal or corresponding very heavy of corresponding jack on the side of a semicircle coating steel pipe The stay fastener of steel pipe strut in shore.
So set, structure is simpler, operation is more convenient.
The present invention is further arranged:Further include based on site heritage buildings management system, including ancient architecture building body and Site, site include permanent site and interim site, and ancient building body surface face is stained with interim site, Permanent site is equipped with by quick coupling in ancient building body, in the permanent site and interim site It is printed on Quick Response Code or three-dimension code, permanent site is to draw Quick Response Code or three-dimension code on plastic sheet with glaze, then by two Dimension code or three-dimension code are attached on tile matrix, take out plastic sheet, then the ceramic matrix for being stained with Quick Response Code or three-dimension code is put into Toast what 5h was formed in 1100-1300 DEG C of kiln, the quick coupling includes male connector and female, and the female includes shell Body, block and the first spring, the shell are a cylinders, and the center of one end of shell is provided with to be distributed along center line Cylindrical hole, permanent site is mounted in the cylindrical hole of shell, and the other end of shell is closed, there are two the side of shell is opened The open end of annular groove, shell is equipped with bezel ring, and there are two up-small and down-big bottoms for the side setting in shell Yu bezel ring, junction The closed "convex" shaped hole in portion is equipped with the block of inverted " t " font in "convex" shaped hole, and the lower part of the block is provided with first Spring, the first spring other end are connected with "convex" shaped hole bottom, and the male connector includes shell and casing, described Shell is a closed cylindrical tube in one end, and the casing is mounted in the cylindrical hole of shell, on the side wall of the shell Equipped with circumferentially equally distributed four slots, slot forms closed dark holes with casing, is equipped in dark holes convex Plectane, sets that there are two domes on each convex round board, and the position of dome is opposite with the position of annular groove on shell, pacifies under convex round board There are second spring, the second spring other end to be connected with the shell wall of the shell of convex round board lower part, the ring with shell is equipped in collar aperture The opposite dome in connected in star position, dome reach in the pore of casing, and the side of shell and casing is equipped with opposite with stop location Through-hole, through-hole runs through shell and casing, the annular groove of female, the through-hole fitting female of male connector connected by the dome of male connector Block so that male connector and female is fixed together.
So set, making people more understand ancient building by Quick Response Code or three-dimension code.
The present invention is further arranged:Further include joint reinforcing device, the Tenon of the historic building structure of joint reinforcing device Node is set a roof beam in place by wooden frame and is constituted with wooden frame trestle, and wooden frame is set a roof beam in place on wooden frame trestle, and joint reinforcing device is mainly by column side Reinforcing member, beam side reinforcing member composition, column side reinforcing member are fixed on by fastener a on wooden frame trestle, and beam side reinforcing member is by fastener b It is fixed on wooden frame sets a roof beam in place;Column side reinforcing member is fixed on the near nodal of wooden frame trestle, thickness, along mast axis direction Valid bonding length, the width perpendicular to mast axis direction should be according to column side reinforcing member and the collaboration shearing resistance of beam side reinforcing member and anti- Curved calculating determines, and meets steel construction and the related request anchored afterwards;The valid bonding length is column side reinforcing member and wooden frame The length of the part of stress is really participated in trestle linkage section.
So set, can preferably be reinforced to ancient building node.
The present invention is further arranged:Beam side reinforcing member is fixed on the near nodal that wooden frame is set a roof beam in place, thickness, Yan Liang The length of axis direction and perpendicular to beam axis direction width should according to column side reinforcing member and beam side reinforcing member collaboration shearing resistance and Flexural calculation determines, and meets steel construction and the related request anchored afterwards.
So set, structure is simpler, operation is more convenient.
The present invention is further arranged:The connection collaboration part of column side reinforcing member and beam side reinforcing member is column side reinforcing member With beam side reinforcing member to wooden frame set a roof beam in place surface projection overlap part, connection collaboration part length and width should be according to column side Reinforcing member and the collaboration shearing resistance of beam side reinforcing member and flexural calculation determine.
So set, structure is simpler, operation is more convenient.
Description of the drawings
Fig. 1 is the rotating device example structure figure one of the present invention;
Fig. 2 is the rotating device example structure figure two of the present invention;
Fig. 3 shores-tensioning equipment example structure figure for the present invention's;
Fig. 4 is that the present invention shores-one structure chart of node steel hoop embodiment of tensioning equipment;
Fig. 5 is that the present invention shores-two structure chart of node steel hoop embodiment of tensioning equipment;
Fig. 6 is that the heritage buildings of the present invention manage system embodiment structure chart;
Fig. 7 is the joint reinforcing device embodiment structure chart of the present invention;
Fig. 8 is the A-A sectional views of Fig. 7;
Fig. 9 is the B-B sectional views of Fig. 7.
Specific implementation mode
The specific embodiment of the invention is described with reference to the accompanying drawings and embodiments.
This specific embodiment is only explanation of the invention, is not limitation of the present invention, people in the art Member can as needed make the present embodiment the modification of not creative contribution after reading this specification, but as long as at this It is all protected by Patent Law in the right of invention.
Referring to attached drawing 1-9, historic building fire prevention protective reinforcing device disclosed by the invention, includes being rotated to crossbeam Rotating device 1, the rotating device 1 include the rectangular crossbeam positioning component for being arranged and being positioned to four sides of crossbeam 11 and in coaxial arrangement clamping rings 12 and rotation annulus 13, the rotation annulus 13 can circumferentially rotate setting in fixed circle On ring 12, the fixation that crossbeam positioning component 11 is fixed is provided between rotation annulus 13 and the crossbeam positioning component 11 Component 14, the fixation kit 14 are in be detachably connected with crossbeam positioning component 11, the rotation annulus 13 and clamping rings 12 Between be provided with and drive the drive component 15 that circumferentially rotates of rotation annulus 13.So set, when being rotated to crossbeam, first The assembly of crossbeam fixation kit 14 on crossbeam and positions four sides of beam, clamping rings 12, rotation are then assembled Annulus 13 and fixation kit 14 so that crossbeam positioning component 11 is fixed in fixation kit 14, then passes through drive component 15 Driving rotation annulus 13 is relatively fixed annulus 12 and is rotated, to be rotated to crossbeam, and can be in rotation annulus 13 Scale is set between clamping rings 12, to improve the accuracy of crossbeam-rotating angle.
The present embodiment is further arranged:The crossbeam positioning component 11 positions four sides of crossbeam including four Side plate 111, four positioning side plates 111 position side plates 111 with adjacent two by connector 112 and are detachably connected, institute It states fixation kit 14 and is provided with four groups, four groups of fixation kits 14 include respectively handwheel 141, screw rod 142, pedestal 143 and folder Plate 144, the screw rod 142 are connect with 143 screw-thread fit of pedestal, and the handwheel 141 is arranged with screw rod 142 in linkage, the folder Plate 144 setting the screw rod 142 with respect to 141 other end of handwheel and with positioning side plate 111 match, the pedestal 143 with turn Dynamic annulus 13 is fixedly connected.So set, structure is simpler, operation is more convenient.
The present embodiment is further arranged:The driving component 15 includes lead screw body 151, the first screw rodb base 152, the second lead screw Seat 153 and rotating wheel 154, the lead screw body 151 are arranged with the rotating wheel 154 in linkage, the lead screw body 151 and first Screw rodb base 152 is matched with the second screw rodb base 153 in screw thread in axial with radial positioning, axial rotatably setting, the lead screw body 151 Connection is closed, first screw rodb base 152 is articulated and connected with clamping rings 12, and second screw rodb base 153 is cut with scissors with rotation annulus 13 It connects in succession, the clamping rings 12 is respectively spliced to form by two semicircular rings with rotation annulus 13.So set, structure is more Simply, it operates more convenient.
The present embodiment is further arranged:Further include shoring-tensioning equipment 2, is drawn by the secondary flower basket bolt of very heavy shore 21, two Rope 22 and node steel hoop 23 are constituted;Steel pipe strut 211 is used for support top to inclined column on the inside of timber trestle in very heavy shore 21 Head;Flower basket bolt drag-line 22 by flower basket bolt 221,221 both ends of flower basket bolt be screwed on end have crotch 222 and of spiral The reinforcing rib meter 223 being nested on threaded one end reinforcing bar 222 is constituted;Two secondary flower basket bolt drag-lines 22 are rolled for tensioning to outside timber trestle Oblique column cap, node steel hoop 23 are used for the connection of very heavy shore 21, flower basket bolt drag-line 22 and timber trestle.So set, Inclined timber trestle can be resetted.
The present embodiment is further arranged:Node steel hoop 23 is by semicircle coating steel pipe 231, stainless steel hinge 232 and spiral shell Bolt screw connector 233 is constituted, and symmetrical ring-bolt 234 is welded on the side of two halves circle coating steel pipe 231.So set It sets, structure is simpler, and operation is more convenient.
The present embodiment is further arranged:The node steel hoop 23 is by semicircle coating steel pipe 231, stainless steel hinge 232 It is constituted with 233 connector of bolt and nut, wherein being welded with the sky of corresponding jack 224 on the side of a semicircle coating steel pipe 231 The stay fastener 235 of steel pipe strut 211 in heart steel pipe pedestal or corresponding very heavy shore 24.So set, structure is simpler Single, operation is more convenient.
The present embodiment is further arranged:Further include the heritage buildings management system 3 based on site, including ancient architecture building body And site, site include permanent site and interim site 31, ancient building body surface face is stained with interim positioning Patch, ancient building body is interior to be equipped with permanent site 31 by quick coupling, and the permanent site 31 is determined with interim It is printed on Quick Response Code or three-dimension code on the patch of position, permanent site 31 is to draw Quick Response Code or three-dimensional on plastic sheet with glaze Quick Response Code or three-dimension code, are then attached on tile matrix by code, take out plastic sheet, then the ceramics that will be stained with Quick Response Code or three-dimension code Matrix, which is put into 1100-1300 DEG C of kiln, toasts what 5h was formed, and the quick coupling includes male connector and female, the female Including shell 3201, block 3202 and the first spring 3203, the shell 3201 is a cylinder, one end of shell 3201 Center be provided with the cylindrical hole being distributed along center line, permanent site 31 is mounted in the cylindrical hole of shell 3201, shell The other end of body 3201 is closed, and the side of shell 3201 opens that there are two annular grooves, and the open end of shell 3201 is equipped with bezel ring, 3204, in the side of shell 3201 Yu 3204 junction of bezel ring, the "convex" shaped hole there are two up-small and down-big bottom lock is set, The block 3202 of inverted " t " font is equipped in "convex" shaped hole, the lower part of the block 3202 is provided with the first spring 3202, institute 3202 other end of the first spring stated is connected with "convex" shaped hole bottom, and the male connector includes shell 3301 and casing 3302, The shell 3301 is a closed cylindrical tube in one end, and the casing 3302 is mounted in the cylindrical hole of shell 3301, The side wall of the shell 3301 is equipped with circumferentially equally distributed four slots, and slot is formed with casing and closed Dark holes, convex round board is installed in dark holes, sets that there are two dome 3303, the position of dome 3303 and shells on each convex round board The position of annular groove is opposite on 3201, and second spring 3304,3304 other end of second spring and convex round board are equipped under convex round board The shell wall of the shell 3301 of lower part is connected, and the dome opposite with the annular groove position of shell 3201 is equipped in 3302 hole of casing, Dome reaches in the pore of casing 3302, and the side of shell 3301 and casing 3302 is equipped with opposite with 3202 position of block lead to Hole, through-hole run through shell 3301 and casing 3302, pass through the annular groove of the connection female of dome 3303 of male connector, the through-hole of male connector The block 3202 of fitting female makes male connector and female be fixed together.So set, making people by Quick Response Code or three-dimension code Ancient building is more understood.
The present embodiment is further arranged:Further include joint reinforcing device 4, the tenon of the historic building structure of joint reinforcing device Fourth of the twelve Earthly Branches node is set a roof beam in place by wooden frame and is constituted with wooden frame trestle, and wooden frame is set a roof beam in place on wooden frame trestle, and joint reinforcing device 4 is mainly by column Side reinforcing member 401, beam side reinforcing member 402 form, and column side reinforcing member 401 is fixed on by fastener a4011 on wooden frame trestle, beam side Reinforcing member 402 is fixed on by fastener b4021 on wooden frame sets a roof beam in place;Column side reinforcing member 401 is fixed on the node of wooden frame trestle Near, thickness, the valid bonding length along mast axis direction, the width perpendicular to mast axis direction should be reinforced according to column side Part 401 and beam side reinforcing member 402 cooperate with shearing resistance and flexural calculation to determine, and meet steel construction and the related request anchored afterwards;Institute State the length that valid bonding length is the part that stress is really participated in column side reinforcing member 401 and wooden frame trestle linkage section.So Setting, can preferably reinforce ancient building node.
The present embodiment is further arranged:Beam side reinforcing member 402 is fixed on the near nodal that wooden frame is set a roof beam in place, thickness, Length along beam axis direction and the width perpendicular to beam axis direction should be according to column side reinforcing member 401 and beam side reinforcing members 402 It cooperates with shearing resistance and flexural calculation to determine, and meets steel construction and the related request anchored afterwards.So set, structure is simpler, It operates more convenient.
The present embodiment is further arranged:The connection collaboration part of column side reinforcing member 401 and beam side reinforcing member 402 is column Side reinforcing member 401 and beam side reinforcing member 402 are set a roof beam in place the part that surface projection overlaps to wooden frame, the length and width of connection collaboration part Degree should cooperate with shearing resistance and flexural calculation to determine according to column side reinforcing member 401 and beam side reinforcing member 402.So set, structure is more Simply, it operates more convenient.

Claims (9)

1. a kind of historic building fire prevention protective reinforcing device, it is characterised in that:Including joint reinforcing device, joint reinforcing device The Tenon node of historic building structure is set a roof beam in place by wooden frame to be constituted with wooden frame trestle, and wooden frame is set a roof beam in place on wooden frame trestle, node Bracing means is mainly made of column side reinforcing member, beam side reinforcing member, and column side reinforcing member is fixed on by fastener a on wooden frame trestle, Beam side reinforcing member is fixed on by fastener b on wooden frame sets a roof beam in place;Column side reinforcing member is fixed on the near nodal of wooden frame trestle, Thickness, the valid bonding length along mast axis direction, the width perpendicular to mast axis direction should be according to column side reinforcing members and beam side Reinforcing member cooperates with shearing resistance and flexural calculation to determine, and meets steel construction and the related request anchored afterwards;The valid bonding length For really participated in column side reinforcing member and wooden frame trestle linkage section stress part length.
2. historic building fire prevention protective reinforcing device according to claim 1, it is characterised in that:Beam side reinforcing member is solid It is scheduled on the near nodal that wooden frame is set a roof beam in place, thickness answers root along the length of beam axis direction and perpendicular to the width of beam axis direction It is determined according to column side reinforcing member and the collaboration shearing resistance of beam side reinforcing member and flexural calculation, and meets that steel construction is related to what is anchored afterwards to be wanted It asks.
3. historic building fire prevention protective reinforcing device according to claim 2, it is characterised in that:Including being revolved to crossbeam The rotating device turned, the rotating device include the rectangular crossbeam positioning group for being arranged and being positioned to four sides of crossbeam Part and in coaxial arrangement clamping rings with rotation annulus, the rotation annulus can circumferentially rotate setting on clamping rings, It is provided with the fixation kit that crossbeam positioning component is fixed, the fixation between rotation annulus and the crossbeam positioning component Component, in being detachably connected, is provided with the driving rotation circle with crossbeam positioning component between rotation annulus and the clamping rings The drive component that ring circumferentially rotates.
4. historic building fire prevention protective reinforcing device according to claim 3, it is characterised in that:The crossbeam positioning component The side plate positioned to four sides of crossbeam including four, four positioning side plates are fixed with adjacent two by connector Position side plate is detachably connected, and the fixation kit is provided with four groups, and four groups of fixation kits include respectively handwheel, screw rod, pedestal And clamping plate, the screw rod are connect with pedestal screw-thread fit, the handwheel is arranged with screw rod in linkage, and the clamping plate is arranged in institute Screw rod is stated with respect to the handwheel other end and is matched with positioning side plate, the pedestal is fixedly connected with rotation annulus.
5. historic building fire prevention protective reinforcing device according to claim 4, it is characterised in that:The driving component includes Lead screw body, the first screw rodb base, the second screw rodb base and rotating wheel, the lead screw body is arranged with the rotating wheel in linkage, described In axial and radial positioning, axial rotatable setting, the lead screw body and the second screw rodb base are in spiral shell for lead screw body and the first screw rodb base Line is connected, and first screw rodb base is articulated and connected with clamping rings, second screw rodb base and rotation annulus articulated connection, The clamping rings is respectively spliced to form by two semicircular rings with rotation annulus.
6. historic building fire prevention protective reinforcing device according to claim 5, it is characterised in that:Further include shoring-tensioning Device is made of very heavy shore, two secondary flower basket bolt drag-lines and node steel hoop;Steel pipe strut is for branch in very heavy shore It pushes up to inclined column cap on the inside of timber trestle;Flower basket bolt drag-line is screwed on end with crotch by flower basket bolt, flower basket bolt both ends Spiral and threaded one end reinforcing bar on the reinforcing rib meter that is nested with constitute;Two secondary flower basket bolt drag-lines are for tensioning to outside timber trestle The inclined column cap in side, node steel hoop are used for the connection of very heavy shore, flower basket bolt drag-line and timber trestle.
7. historic building fire prevention protective reinforcing device according to claim 6, it is characterised in that:Node steel hoop is by semicircle Shape coating steel pipe, stainless steel hinge and bolt and nut connector are constituted, and are welded on the side of two halves circle coating steel pipe symmetrical Ring-bolt.
8. historic building fire prevention protective reinforcing device according to claim 7, it is characterised in that:The node steel hoop by Semicircle coating steel pipe, stainless steel hinge and bolt and nut connector are constituted, wherein being welded on the side of a semicircle coating steel pipe There is the hollow steel pipe pedestal of corresponding jack or corresponds to the stay fastener of steel pipe strut in very heavy shore.
9. historic building fire prevention protective reinforcing device according to claim 8, it is characterised in that:Further include based on positioning patch The heritage buildings of piece manage system, including ancient architecture building body and site, and site includes permanent site and determines temporarily Position patch, ancient building body surface face are stained with interim site, and ancient building body is interior to be equipped with permanent site by quick coupling, Quick Response Code or three-dimension code are printed in the permanent site and interim site, permanent site is existed with glaze Quick Response Code or three-dimension code are drawn on plastic sheet, then Quick Response Code or three-dimension code are attached on tile matrix, take out plastic sheet, then will The ceramic matrix for being stained with Quick Response Code or three-dimension code is put into what baking 5h in 1100-1300 DEG C of kiln was formed, the quick coupling Including male connector and female, the female includes shell, block and the first spring, and the shell is a cylinder, shell The center of one end be provided with the cylindrical hole being distributed along center line, permanent site is mounted in the cylindrical hole of shell, shell The other end of body is closed, and the side of shell opens that there are two annular grooves, and the open end of shell is equipped with bezel ring, in shell and bezel ring, The "convex" shaped hole there are two up-small and down-big bottom lock is arranged in the side of junction, and inverted " t " font is equipped in "convex" shaped hole Block, the lower part of the block is provided with the first spring, the first spring other end and "convex" shaped hole bottom phase Even, the male connector includes shell and casing, and the shell is a closed cylindrical tube in one end, and the casing is mounted on In the cylindrical hole of shell, the side wall of the shell is equipped with circumferentially equally distributed four slots, slot with Casing forms closed dark holes, and convex round board is equipped in dark holes, is set on each convex round board there are two dome, the position of dome and shell The position of annular groove is opposite on body, and second spring, the shell of the second spring other end and convex round board lower part are equipped under convex round board Shell wall be connected, the dome opposite with the annular groove position of shell is equipped in collar aperture, dome reaches in the pore of casing, outside The side of shell and casing is equipped with the through-hole opposite with stop location, and through-hole runs through shell and casing, is connected by the dome of male connector The annular groove of female, the through-hole fitting female of male connector block so that male connector and female is fixed together.
CN201810376635.XA 2018-04-25 2018-04-25 Protection and reinforcement device for wooden members of ancient buildings Active CN108661344B (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201810376635.XA CN108661344B (en) 2018-04-25 2018-04-25 Protection and reinforcement device for wooden members of ancient buildings

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Application Number Priority Date Filing Date Title
CN201810376635.XA CN108661344B (en) 2018-04-25 2018-04-25 Protection and reinforcement device for wooden members of ancient buildings

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CN108661344A true CN108661344A (en) 2018-10-16
CN108661344B CN108661344B (en) 2020-12-18

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Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103850445A (en) * 2014-03-12 2014-06-11 扬州大学 Reset reinforcing method for deformation of pavilion timer frame building
CN204209344U (en) * 2014-11-20 2015-03-18 国家电网公司 Earthing bar welding hold down gag
CN105735664A (en) * 2016-03-13 2016-07-06 北京工业大学 Slippage-allowable joint reinforcing device for historic building wood structure
CN105735644A (en) * 2016-03-03 2016-07-06 贵州建工集团第二建筑工程有限责任公司 Gravel dustproof shed
CN105976274A (en) * 2016-05-03 2016-09-28 郑州科技学院 Positioning patch-based ancient building management system
CN106561404A (en) * 2016-11-02 2017-04-19 贵州省施秉县万富农业科技发展有限公司 Adjustable straightening device for fruit tree planting in agriculture and forestry
CN108756281A (en) * 2018-04-25 2018-11-06 温州职业技术学院 Historic building fire prevention protective reinforcing device

Patent Citations (7)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103850445A (en) * 2014-03-12 2014-06-11 扬州大学 Reset reinforcing method for deformation of pavilion timer frame building
CN204209344U (en) * 2014-11-20 2015-03-18 国家电网公司 Earthing bar welding hold down gag
CN105735644A (en) * 2016-03-03 2016-07-06 贵州建工集团第二建筑工程有限责任公司 Gravel dustproof shed
CN105735664A (en) * 2016-03-13 2016-07-06 北京工业大学 Slippage-allowable joint reinforcing device for historic building wood structure
CN105976274A (en) * 2016-05-03 2016-09-28 郑州科技学院 Positioning patch-based ancient building management system
CN106561404A (en) * 2016-11-02 2017-04-19 贵州省施秉县万富农业科技发展有限公司 Adjustable straightening device for fruit tree planting in agriculture and forestry
CN108756281A (en) * 2018-04-25 2018-11-06 温州职业技术学院 Historic building fire prevention protective reinforcing device

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