CN108104572A - Parapet masonry structure joint reinforcement device, reinforcement means and roof bracing wire tower mast - Google Patents
Parapet masonry structure joint reinforcement device, reinforcement means and roof bracing wire tower mast Download PDFInfo
- Publication number
- CN108104572A CN108104572A CN201711480383.7A CN201711480383A CN108104572A CN 108104572 A CN108104572 A CN 108104572A CN 201711480383 A CN201711480383 A CN 201711480383A CN 108104572 A CN108104572 A CN 108104572A
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- Prior art keywords
- parapet
- roof
- bolt
- backing plate
- vertical supporting
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04H—BUILDINGS OR LIKE STRUCTURES FOR PARTICULAR PURPOSES; SWIMMING OR SPLASH BATHS OR POOLS; MASTS; FENCING; TENTS OR CANOPIES, IN GENERAL
- E04H12/00—Towers; Masts or poles; Chimney stacks; Water-towers; Methods of erecting such structures
- E04H12/20—Side-supporting means therefor, e.g. using guy ropes or struts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G23/00—Working measures on existing buildings
- E04G23/02—Repairing, e.g. filling cracks; Restoring; Altering; Enlarging
- E04G23/0218—Increasing or restoring the load-bearing capacity of building construction elements
- E04G23/0222—Replacing or adding wall ties
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Electrochemistry (AREA)
- Mechanical Engineering (AREA)
- Working Measures On Existing Buildindgs (AREA)
Abstract
The invention discloses a kind of parapet masonry structure joint reinforcement devices, reinforcement means and roof bracing wire tower mast, the parapet masonry structure joint reinforcement device includes split bolt component and support component, split bolt component has preceding backing plate and Duo Gen bolts, support component has the more inclined support bars being obliquely installed in roof, the parapet masonry structure joint reinforcement device, which will not damage parapet wall and roof to roof and parapet wall in installation process preceding backing plate can be combined, plays the role of carrying, prevent single parapet wall or single roof from playing carrying and damaging；Parapet masonry bearing capacity method of the present invention only beats parapet wall in implementation process several through holes being used for through bolt, and roof is polished for the buffed surface of coated structure glue, roof will not be closed to parapet wall and cause substantial damage, and the roof bracing wire tower mast fastening structure, the stability of communication equipment is improved, communication tower is avoided to topple over.
Description
Technical field
The present invention relates to communication tower mast and builds technical field, and in particular to a kind of parapet masonry structure joint reinforcement device,
Reinforcement means and roof bracing wire tower mast.
Background technology
Roof Guywire tower is a kind of common communication tower, it is suitable for building on roofs such as county town, small towns, industrial parks,
The height of building can be so utilized, convenient for signal transmission, has the advantages that low cost, saving steel, processing construction are convenient,
But since the tower mast rigidity of roof Guywire tower is small, it is made to resist the poor ability of lateral load, in beam wind or transverse vibration etc.
Easily topple under external force effect.In the construction process, roof Guywire tower is toppled in order to prevent, usually by its parapet with roof
It is connected by bracing wire, the load on tower mast is transferred to daughter's wall construction, tower mast to be kept to consolidate.However, in practice of construction,
Due to parapet masonry structure, bearing capacity itself is limited, it is necessary to add to the connecting portion between bracing wire and daughter's walling
Gu prevent daughter's walling from collapsing due to the pulling force that bracing wire applies.
At present, the mode that the existing connecting portion between bracing wire and daughter's walling is reinforced is single increase
It anchors backing plate area or uses brace support part wall, both single reinforcing modes have the drawbacks of very big, reinforce
Effect unobvious can also make structure generate more serious destruction, for example, parapet wall body slit can in the construction process increased
Greatly, can also destroying roof structure and waterproof layer etc., specifically：According to the mode of increase anchoring backing plate area, although can increase
The forced area of big connecting portion, promotes the limit pull-out ultimate capacity of connection structure, but needs to beat into parapet wall simultaneously
Enter multiple rivets, the displacement of reinforcing wall bottom shear can be caused to increase, broaden there are wall body slit, parapet wall generates more
The risk of serious destruction；According to the mode of bearing diagonal, in the construction process, due to bearing diagonal be connected with building roof one
End is connected using bolt with roof, and certain destruction, after tower mast is built up, the pulling force of drawstring can be caused to roof structure and waterproof layer
It first passes through bearing diagonal and passes to ruggedized construction, building roof is then passed to by diagonal brace, further make building roof quilt
It destroys.
It can be seen that conventional can be to tie point for the mode that tie point is reinforced between tower mast bracing wire and wall
Certain reinforcement effect is generated, but reinforcing efficiency is very low, while reinforcing fabric structure can also generated different degrees of
It destroys, is unfavorable for protection control fabric structure, and it is impossible to meet actual requirement of engineering for consolidation effect.
The content of the invention
The technical problem to be solved in the present invention is to provide a kind of parapet masonry structure joint reinforcement device, reinforcement means and
Roof bracing wire tower mast, tie point is not easy to reinforce and reinforce between the bracing wire of roof communication tower and building in the prior art for solution
When be easy to cause fabric structure damage the technical issues of.
In order to solve the above technical problems, an aspect of of the present present invention is：
A kind of parapet masonry structure joint reinforcement device is provided, including：
Split bolt component has to pad the preceding backing plate for being located at parapet front surface and Duo Gen is used for through parapet wall
With the bolt of the preceding backing plate, bolt hole corresponding with the bolt is offered on the preceding backing plate, has been tightened at the both ends of the bolt
Nut is fixed on the preceding backing plate for connection communication tower so that the preceding backing plate is fixed in the front surface of parapet wall
The draw ring of the drawstring of mast；
Support component, the inclined support bar being obliquely installed including more in roof, one end of the inclined support bar are carried on the foremast
Plate, the other end are carried on roof, so that the pulling force that the preceding backing plate is applied in is transferred to the roof by the inclined support bar.
Preferably, the vertical supporting rod being secured to together is provided at left and right sides of the preceding backing plate, and in roof surface
It is provided with two vertical supporting bars perpendicular to parapet wall, one end of the vertical supporting bar corresponds to that be fixed on two this is vertical
The lower end of supporting rod is fixedly installed two transverse support bars, the transverse support bar and the longitudinal direction between the vertical supporting bar
Support bar group is into framework；One end of the inclined support bar is fixed on the vertical supporting rod, and the other end is fixed on the vertical supporting bar
On.
Preferably, a layer structure glue is coated between the vertical supporting bar, transverse support bar and roof surface.
Preferably, branch between the vertical supporting rod and preceding backing plate, between vertical supporting rod and vertical supporting bar and laterally
It is fixedly connected between strut and vertical supporting bar by welding manner.
Preferably, the every bolt is correspondingly arranged on one piece of spiral shell for being located at parapet wall rear surface, having bolt hole
Backing plate after bolt, respectively the bolt correspondence by the nut through being tightened against on parapet wall after backing plate after the bolt.
Preferably, which is the steel plate of 300 × 200 × 10mm, and backing plate is 100 × 100 × 10mm's after the bolt
Steel plate, the material of the vertical supporting rod, vertical supporting bar and transverse support bar is the angle steel of 50 × 50 × 5mm, the bolt
For M16 bolts.
Preferably, which is provided with four, is each side equipped with two in the preceding backing plate respectively.
Preferably, which further includes to pile up and be propped up on roof, for installing the longitudinal direction
The plummer of strut, the vertical supporting bar are fixed on by expansion bolt on the plummer.
The second aspect of the present invention is：
A kind of parapet masonry bearing capacity method is provided, is comprised the following steps：
（1）Parapet wall and roof pretreatment：
A. the parapet masonry structure for including preceding backing plate, vertical supporting rod, vertical supporting bar and transverse support bar is combined
Bracing means is positioned over the intersection on parapet wall and roof, and the preceding backing plate is made to be attached at parapet wall, vertical supporting bar
It is attached at roof；
B. compareed using the bolt hole on preceding backing plate, mark bore position on parapet wall, use vertical supporting bar
It is compareed, in the installation site of roof upper surface mark vertical supporting bar；
C. drilled according to the bore position marked on parapet wall, then by sander to the longitudinal direction that is marked
The installation site of supporting rod is polished, and the installation site of marked vertical supporting bar is made to reveal new structure surface layer, and clear
It sweeps clean；
（2）The parapet masonry structure joint reinforcement device is installed：
A. a layer structure glue is coated in the installation site of the vertical supporting bar after polishing, which is combined
Two vertical supporting bars correspondence of bracing means is pasted onto on structure glue coat, and to two vertical supporting bars plus a small amount of
Counterweight；
B. correspondence penetrates a bolt in each hole bored on parapet wall, by the front end correspondence of the bolt through foremast
Bolt hole on plate, in the rear end of the respectively bolt, correspondence puts on backing plate after a bolt, then in the front end of the respectively bolt with after
It screws on nut and tightens in end；
（3）Waterproof layer is coated in the position for installing the parapet masonry structure joint reinforcement device.
The third aspect of the present invention is：
A kind of roof bracing wire tower mast is provided, including founding the communication tower on roof, further includes at least one set of claim 1 to 8 and appoints
One parapet masonry structure joint reinforcement device being somebody's turn to do, the communication tower are connected to the respectively parapet masonry structure by drawstring and join
On the draw ring for closing bracing means, drawstring tensioning, so that the communication tower is stablized.
Compared with prior art, advantageous effects of the invention are：
1. parapet masonry structure joint reinforcement device of the present invention will not cause roof and parapet wall in installation process
Damage：The preceding backing plate with draw ring is fixed in the front surface of parapet wall using more split bolts, then passes through branch
Preceding backing plate is supported on roof by support component so that parapet wall and roof, which can combine preceding backing plate, plays the role of carrying, prevents
Only single parapet wall or single roof play carrying and damage；And vertical supporting bar is glued by structure glue
It is attached on roof, avoids that expansion bolt is installed and damages roof on roof.
2. parapet masonry bearing capacity method of the present invention only beats parapet wall in implementation process several for wearing
It crosses the through hole of bolt and roof is polished for the buffed surface of coated structure glue, roof will not be closed to parapet wall and made
Into substantial damage.
3. bracing wire tower mast fastening structure in roof of the present invention, improves the stability of communication equipment, reduces communication tower
The risk toppled over.
4. it is acted on by the sharing lood on parapet wall and roof, parapet masonry structure joint reinforcement dress of the present invention
The draw ring put can bear the active force of bigger, and during active force is born, parapet wall will not be caused to incline
Damage phenomenon is waited, roof will not be caused to generate the damage such as crack phenomenon.
Description of the drawings
Fig. 1 is the exploded view of 1 parapet masonry structure joint reinforcement device of the embodiment of the present invention；
Fig. 2 is that parapet masonry structure joint reinforcement device is mounted on the schematic diagram beside parapet wall in Fig. 1；
Fig. 3 is the schematic diagram that 2 parapet masonry structure joint reinforcement device of the embodiment of the present invention is mounted on beside parapet wall；
Fig. 4 is the flow chart of 3 parapet masonry bearing capacity method of the embodiment of the present invention；
Fig. 5 is the structure diagram of 4 roof bracing wire tower mast of the embodiment of the present invention.
Each label is illustrated as in attached drawing：
Backing plate, 131- bearing diagonals after backing plate, 111- bolts hole, 112- draw rings, 121- bolts, 122- nuts, 123- bolts before 11-
The vertical supporting rod of bar, 132-, 133- vertical supporting bars, 134- transverse support bars, 14- parapets wall, 233- vertical supporting bars,
24- parapets wall, 25- plummers, 251- expansion bolts, 412- draw rings, 45- communication towers, 451- drawstrings.
Specific embodiment
Illustrate the specific embodiment of the present invention with reference to the accompanying drawings and examples, but following embodiment is used only in detail
It describes the bright present invention in detail, does not limit the scope of the invention in any way.
Embodiment 1：
It please refers to Fig.1 and Fig. 2.
Parapet masonry structure joint reinforcement of embodiment of the present invention device includes split bolt component and support component,
In, split bolt component has to pad the preceding backing plate 11 for being located at parapet front surface and four are used for through parapet wall 14
With the bolt 121 of preceding backing plate 11, two bolts 121 are each side equipped in preceding backing plate 11 respectively, are opened on preceding backing plate 11
Equipped with 121 corresponding bolt hole 111 of bolt, nut 122 has been tightened at the both ends of bolt 121 so that preceding backing plate 11 to be fixed on
The draw ring 112 for the drawstring of connection communication tower mast, room are fixed in the front surface of parapet wall 14, and on preceding backing plate 11
The communication tower mast that top is erect is connected to by drawstring on draw ring 112, and is tensioned drawstring, in this way, can be kept logical
Letter tower mast consolidates setting, prevents from toppling over.Every bolt 121 be correspondingly arranged on one piece be located at 14 rear surface of parapet wall,
Backing plate 123 after bolt with bolt hole is tightened against female after backing plate 123 after each bolt 121 is corresponded to through bolt by nut 122
On youngster's wall wall 14, backing plate 123 can increase the forced area of 14 rear surface of parapet wall, nut 122 after the bolt of setting
It is not easy to loosen after tightening, and local damage will not occur for 14 rear surface of parapet wall.
Further, support component include two inclined support bars 131 being obliquely installed in roof, the one of inclined support bar 131
Backing plate 11 before end is carried on, the other end is carried on roof, so that the pulling force that preceding backing plate 11 is applied in is passed by inclined support bar 131
It is delivered to roof, in the present embodiment, preceding 11 left and right sides of backing plate is provided with the vertical supporting rod 132 being secured to together, and
Roof surface is provided with two vertical supporting bars 133 perpendicular to parapet wall 14, and one end of vertical supporting bar 133 corresponds to admittedly
Due to the lower end of two vertical supporting rods 132, two transverse support bars 134 are fixedly installed between vertical supporting bar 133, it is horizontal
Framework is formed to supporting rod 134 and vertical supporting bar 133, one end of inclined support bar 131 is fixed on vertical supporting rod 132, separately
One end is fixed on vertical supporting bar 133, between vertical supporting rod 132 and preceding backing plate 11, vertical supporting rod 132 and longitudinal bracing
It is fixedly connected between bar 133 and between transverse support bar 134 and vertical supporting bar 133 by welding manner.
In other embodiments, before being also directly fixed on the end of inclined support bar on backing plate.
Further, a layer structure glue is coated between vertical supporting bar 133, transverse support bar 134 and roof surface,
The lower surface of vertical supporting bar 133 and transverse support bar 134 and roof surface are pasted together by structure glue, in this way, whole
It is closely linked between a parapet masonry structure joint reinforcement device and parapet wall 14 and roof, structure is more
Firm, the pulling force that preceding backing plate 11 is subject to effectively can be transferred to roof by inclined support bar 131 so that draw ring can bear larger drawing
Power.
Further, preceding backing plate 11 is the steel plate of 300 × 200 × 10mm, and backing plate 123 is 100 × 100 × 10mm after bolt
Steel plate, the material of vertical supporting rod 132, vertical supporting bar 133 and transverse support bar 134 is the angle of 50 × 50 × 5mm
Steel, a diameter of 16mm of bolt 121.
Embodiment 2
Refer to Fig. 3.
The present embodiment in place of the difference of embodiment 1 with being, the present embodiment parapet masonry structure joint reinforcement device is also
Including piling up in roof, the plummer 25 for installing vertical supporting bar 233, and pass through expansion bolt 251 by vertical supporting bar
233 are fixed on plummer 25, and the bottom of expansion bolt 251 is located in plummer 25, and plummer 25 leans against parapet wall 24,
It being assembled by building materials such as bricks, and is combined as a whole with roof, expansion bolt 251 can effectively fix vertical supporting bar 233, and
It avoids directly being screwed into expansion bolt in roof drilling, avoids damage roof.The present embodiment parapet masonry structure joint reinforcement fills
Put remaining structure feature and 1 all same of embodiment.
Embodiment 3
Refer to Fig. 4.
Parapet masonry bearing capacity method of the embodiment of the present invention comprises the following steps：
S310：The parapet masonry structure for including preceding backing plate, vertical supporting rod, vertical supporting bar and transverse support bar is joined
The intersection that bracing means is positioned over parapet wall and roof is closed, backing plate is attached at parapet wall, vertical supporting bar before making
It is attached at roof；
S320：It is compareed using the bolt hole on preceding backing plate, marks bore position on parapet wall, use longitudinal bracing
Bar is compareed, in the installation site of roof upper surface mark vertical supporting bar；
S330：It is drilled on parapet wall according to the bore position marked, then by sander to being marked
The installation site of vertical supporting bar is polished, and the installation site of marked vertical supporting bar is made to reveal new structure surface layer,
And it cleans up；
S340：A layer structure glue is coated in the installation site of the vertical supporting bar after polishing, parapet masonry structure is joined
The two vertical supporting bars correspondence for closing bracing means is pasted onto on structure glue coat, and to two vertical supporting bars plus a small amount of
Counterweight；
S350：Correspondence penetrates a bolt in each hole bored on parapet wall, by the front end correspondence of bolt through foremast
Bolt hole on plate, in the rear end of each bolt, correspondence puts on backing plate after a bolt, then equal in the front-end and back-end of each bolt
It screws on nut and tightens；
S360：Waterproof layer is coated in the position of installation parapet masonry structure joint reinforcement device.The waterproof layer can be waterproof
Glue or waterproof roll are welded on the correspondence position on roof and parapet wall.
The parapet masonry bearing capacity method only beats parapet wall in implementation process several be used for through bolt
Through hole and roof is polished for the buffed surface of coated structure glue, will not to parapet wall close roof cause essence
Property damage.
Embodiment 4
Refer to Fig. 5.
Bracing wire tower mast in roof of the embodiment of the present invention includes founding the communication tower 45 on roof, further includes two groups of daughter's walling knots
Structure joint reinforcement device, the parapet masonry structure joint reinforcement device and the parapet masonry structure in the embodiment of the present invention 1
Joint reinforcement apparatus structure is identical, and communication tower 45 is connected respectively to each parapet masonry structure joint by two drawstrings 451 and adds
It is fixedly mounted on the draw ring 412 put, drawstring 451 is tensioned, so that communication tower 45 is stablized.The roof bracing wire tower mast fastening structure, two
Under the traction action that group parapet masonry structure joint reinforcement device passes through drawstring, the stability of communication tower is improved, is reduced
The risk that communication tower is toppled over.
Based on above example, parapet masonry structure joint reinforcement device of the present invention passes through parapet wall and roof
Sharing lood acts on so that draw ring can bear the active force of bigger, and during active force is born, will not cause daughter
Wall wall such as topples at the damage phenomenon, and roof will not be caused to generate the damage such as crack phenomenon, daughter's walling knot of the present invention
Structure reinforcement means, which only beats parapet wall in implementation process, several to be used to through the through hole of bolt and polish roof
For the buffed surface of coated structure glue, roof will not be closed to parapet wall and cause substantial damage, and room provided by the invention
Top pull transmission tower mast fastening structure improves the stability of communication equipment so that communication tower will not topple over.
The present invention is described in detail above in conjunction with drawings and examples, still, those of skill in the art
Member can also carry out each design parameter in above-described embodiment it is understood that on the premise of present inventive concept is not departed from
Change, forms multiple specific embodiments, is the common excursion of the present invention, is no longer described in detail one by one herein.
Claims (10)
1. a kind of parapet masonry structure joint reinforcement device, which is characterized in that including：
Split bolt component, including being used for for padding the preceding backing plate for being located at parapet front surface and Duo Gen through parapet wall
With the bolt of the preceding backing plate, bolt hole corresponding with the bolt is offered on the preceding backing plate, at the both ends of the bolt
Nut has been tightened, the preceding backing plate has been fixed in the front surface of parapet wall, and has been fixed on the preceding backing plate
For the draw ring of the drawstring of connection communication tower mast；
Support component, the inclined support bar being obliquely installed including more in roof, one end of the inclined support bar are carried on described
Preceding backing plate, the other end are carried on roof, so that the pulling force that the preceding backing plate is applied in is transferred to institute by the inclined support bar
State roof.
2. parapet masonry structure joint reinforcement device according to claim 1, which is characterized in that described preceding backing plate or so
Both sides are provided with the vertical supporting rod being secured to together, and are provided with two perpendicular to parapet wall in roof surface
Vertical supporting bar, one end of the vertical supporting bar corresponds to the lower end for being fixed on two vertical supporting rods, in the longitudinal direction
Two transverse support bars are fixedly installed between supporting rod, the transverse support bar forms framework with the vertical supporting bar；Institute
The one end for stating inclined support bar is fixed on the vertical supporting rod, and the other end is fixed on the vertical supporting bar.
3. parapet masonry structure joint reinforcement device according to claim 2, which is characterized in that in the longitudinal bracing
A layer structure glue is coated between bar, transverse support bar and roof surface.
4. parapet masonry structure joint reinforcement device according to claim 3, which is characterized in that the vertical supporting rod
Pass through weldering between preceding backing plate, between vertical supporting rod and vertical supporting bar and between transverse support bar and vertical supporting bar
The mode of connecing is fixedly connected.
5. parapet masonry structure joint reinforcement device according to claim 4, which is characterized in that the every bolt is each
Be correspondingly arranged on one piece be located at parapet wall rear surface, have bolt hole bolt after backing plate, each bolt correspondence through
It is tightened against after the bolt after backing plate by the nut on parapet wall.
6. parapet masonry structure joint reinforcement device according to claim 5, which is characterized in that the preceding backing plate is
The steel plate of 300 × 200 × 10mm, backing plate is the steel plate of 100 × 100 × 10mm after the bolt, the vertical supporting rod, longitudinal direction
The material of supporting rod and transverse support bar is the angle steel of 50 × 50 × 5mm, and the bolt is M16 bolts.
7. parapet masonry structure joint reinforcement device according to claim 1, which is characterized in that the bolt is provided with
Four, two are each side equipped in the preceding backing plate respectively.
8. parapet masonry structure joint reinforcement device according to claim 2, which is characterized in that daughter's walling
Structural union bracing means, which further includes, to be piled up in roof, the plummer for installing the vertical supporting bar, the longitudinal bracing
Bar is fixed on by expansion bolt on the plummer.
A kind of 9. parapet masonry bearing capacity method, which is characterized in that comprise the following steps：
（1）Parapet wall and roof pretreatment：
A. the parapet masonry structure for including preceding backing plate, vertical supporting rod, vertical supporting bar and transverse support bar is combined
Bracing means is positioned over the intersection on parapet wall and roof, and the preceding backing plate is made to be attached at parapet wall, longitudinal bracing
Bar is attached at roof；
B. compareed using the bolt hole on preceding backing plate, mark bore position on parapet wall, use vertical supporting bar
It is compareed, in the installation site of roof upper surface mark vertical supporting bar；
C. drilled according to the bore position marked on parapet wall, then by sander to the longitudinal direction that is marked
The installation site of supporting rod is polished, and the installation site of marked vertical supporting bar is made to reveal new structure surface layer, and clear
It sweeps clean；
（2）The parapet masonry structure joint reinforcement device is installed：
A. a layer structure glue is coated in the installation site of the vertical supporting bar after polishing, the parapet masonry structure is joined
The two vertical supporting bars correspondence for closing bracing means is pasted onto on structure glue coat, and two vertical supporting bars are added
A small amount of counterweight；
B. correspondence penetrates a bolt in each hole bored on parapet wall, by the front end correspondence of the bolt through preceding
Bolt hole on backing plate, in the rear end of each bolt, correspondence puts on backing plate after a bolt, then before each bolt
End and rear end are screwed on nut and are tightened；
（3）Waterproof layer is coated in the position for installing the parapet masonry structure joint reinforcement device.
10. a kind of roof bracing wire tower mast, including founding the communication tower on roof, which is characterized in that further including at least one set of right will
The parapet masonry structure joint reinforcement device any one of 1 to 8 is sought, the communication tower is connected to each described by drawstring
On the draw ring of parapet masonry structure joint reinforcement device, the drawstring tensioning, so that the communication tower is stablized.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711480383.7A CN108104572B (en) | 2017-12-29 | 2017-12-29 | Parapet masonry structure joint reinforcement device, reinforcement means and roof bracing wire tower mast |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201711480383.7A CN108104572B (en) | 2017-12-29 | 2017-12-29 | Parapet masonry structure joint reinforcement device, reinforcement means and roof bracing wire tower mast |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN108104572A true CN108104572A (en) | 2018-06-01 |
| CN108104572B CN108104572B (en) | 2019-09-24 |
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ID=62215051
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201711480383.7A Active CN108104572B (en) | 2017-12-29 | 2017-12-29 | Parapet masonry structure joint reinforcement device, reinforcement means and roof bracing wire tower mast |
Country Status (1)
| Country | Link |
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| CN (1) | CN108104572B (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113235969A (en) * | 2021-06-16 | 2021-08-10 | 华能宁南风力发电有限公司 | Variable pre-pressure rigid connection supporting system of stay-supported anemometer tower and assembling method |
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| US20050193646A1 (en) * | 2004-03-02 | 2005-09-08 | Jean-Claude Malenfant | Parapet wall |
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| CN203008470U (en) * | 2012-11-26 | 2013-06-19 | 福建省邮电规划设计院有限公司 | Roof guyed tower |
| CN204960459U (en) * | 2015-08-18 | 2016-01-13 | 华信咨询设计研究院有限公司 | Modular roof communication tower |
| CN205857794U (en) * | 2016-06-02 | 2017-01-04 | 哈尔滨铁道职业技术学院 | Non-reinforced masonry building supporting reinforcing structure |
| CN106939723A (en) * | 2017-05-05 | 2017-07-11 | 王铁霞 | A kind of roof communication rod structure of overturning-preventing |
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2017
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US20050193646A1 (en) * | 2004-03-02 | 2005-09-08 | Jean-Claude Malenfant | Parapet wall |
| CN201401040Y (en) * | 2009-04-16 | 2010-02-10 | 中国移动通信集团设计院有限公司 | Concrete precast balance weight for mobile communication antenna holding pole |
| CN203008470U (en) * | 2012-11-26 | 2013-06-19 | 福建省邮电规划设计院有限公司 | Roof guyed tower |
| CN204960459U (en) * | 2015-08-18 | 2016-01-13 | 华信咨询设计研究院有限公司 | Modular roof communication tower |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN113235969A (en) * | 2021-06-16 | 2021-08-10 | 华能宁南风力发电有限公司 | Variable pre-pressure rigid connection supporting system of stay-supported anemometer tower and assembling method |
| CN113235969B (en) * | 2021-06-16 | 2024-08-09 | 华能宁南风力发电有限公司 | Variable pre-pressure rigid connection support system of stay wire type wind measuring tower and assembly method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN108104572B (en) | 2019-09-24 |
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