CN110219457B - Steel bar formwork integrated wall formwork bridge-cutoff opposite-pull connecting rod piece - Google Patents
Steel bar formwork integrated wall formwork bridge-cutoff opposite-pull connecting rod piece Download PDFInfo
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- CN110219457B CN110219457B CN201910662995.0A CN201910662995A CN110219457B CN 110219457 B CN110219457 B CN 110219457B CN 201910662995 A CN201910662995 A CN 201910662995A CN 110219457 B CN110219457 B CN 110219457B
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- connecting piece
- screw rod
- metal
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- 238000009415 formwork Methods 0.000 title description 13
- 229910000831 Steel Inorganic materials 0.000 title description 6
- 239000010959 steel Substances 0.000 title description 6
- 229910052751 metal Inorganic materials 0.000 claims abstract description 88
- 239000002184 metal Substances 0.000 claims abstract description 88
- 239000000523 sample Substances 0.000 claims abstract description 29
- 238000005070 sampling Methods 0.000 claims abstract description 24
- 239000002002 slurry Substances 0.000 claims abstract description 21
- 229920006351 engineering plastic Polymers 0.000 claims abstract description 10
- 239000000853 adhesive Substances 0.000 claims abstract description 5
- 230000001070 adhesive effect Effects 0.000 claims abstract description 5
- 238000004806 packaging method and process Methods 0.000 claims abstract description 3
- 239000000463 material Substances 0.000 claims description 10
- 239000003292 glue Substances 0.000 claims description 5
- 230000010354 integration Effects 0.000 claims 1
- 230000000694 effects Effects 0.000 abstract description 14
- 239000004567 concrete Substances 0.000 description 30
- 238000009413 insulation Methods 0.000 description 7
- 238000010276 construction Methods 0.000 description 6
- 238000005457 optimization Methods 0.000 description 6
- 239000002699 waste material Substances 0.000 description 5
- 230000008901 benefit Effects 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 238000000034 method Methods 0.000 description 4
- 238000010008 shearing Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000005494 condensation Effects 0.000 description 2
- 238000009833 condensation Methods 0.000 description 2
- 238000005260 corrosion Methods 0.000 description 2
- 238000001514 detection method Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000007769 metal material Substances 0.000 description 2
- 239000011178 precast concrete Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 230000002159 abnormal effect Effects 0.000 description 1
- 238000010521 absorption reaction Methods 0.000 description 1
- 229910002065 alloy metal Inorganic materials 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000740 bleeding effect Effects 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 238000005265 energy consumption Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 238000007654 immersion Methods 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 230000006698 induction Effects 0.000 description 1
- 238000003780 insertion Methods 0.000 description 1
- 230000037431 insertion Effects 0.000 description 1
- 239000012774 insulation material Substances 0.000 description 1
- 230000000704 physical effect Effects 0.000 description 1
- 238000007493 shaping process Methods 0.000 description 1
- 238000010257 thawing Methods 0.000 description 1
Classifications
-
- 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
- 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
- E04G17/00—Connecting or other auxiliary members for forms, falsework structures, or shutterings
- E04G17/06—Tying means; Spacers ; Devices for extracting or inserting wall ties
- E04G17/065—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning
- E04G17/0655—Tying means, the tensional elements of which are threaded to enable their fastening or tensioning the element consisting of several parts
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Acoustics & Sound (AREA)
- Electromagnetism (AREA)
- Mechanical Engineering (AREA)
- Bridges Or Land Bridges (AREA)
Abstract
The invention discloses a bridge-cutoff opposite-pull connecting rod piece of a reinforced bar template integrated wall template, which comprises a bridge-cutoff connecting piece, a long metal screw, a second metal screw, a gasket, engineering plastics, structural adhesive, a long metal screw, a second metal screw, a long metal screw nut, a second metal screw nut, an air layer, a hollow slurry guiding and measuring cavity, a flexible sampling probe, a sampling groove and a non-packaging RFID anti-metal chip. According to the invention, the bridge breaking treatment is carried out on the traditional metal connecting rod piece, so that the heat transfer efficiency of the metal rod piece is reduced, the thermal performance is improved, and the phenomenon of 'thermal bridge' is avoided: the main structure of the precession type connecting rod piece and the middle broken bridge connecting piece is engineering plastics, and the two sides are metal screw rods. On the basis of ensuring the use function of the connecting rod, the heat bridge effect is greatly reduced due to the adoption of engineering plastics in the middle section.
Description
Technical Field
The invention relates to a split connecting rod piece, in particular to a split connecting rod piece for a wall formwork with an integrated reinforcing steel bar formwork, and belongs to the technical field of building application.
Background
The prefabricated concrete technology is a technology for casting, curing and forming concrete components in factories and then designing and building a concrete structure house building in a field assembly mode. Compared with the traditional cast-in-situ building, the fabricated building has the advantages of high industrialization degree, easy guarantee of construction quality, short construction period, high economic benefit, little influence by climate and the like, and has no problems of water consumption, energy consumption, material waste, large waste emission and the like caused by site construction. Fabricated constructions have been strongly supported in recent years by national policies for their unique advantages.
In the existing production process of precast concrete members, the template is generally removed after pouring is completed, and the link not only increases labor cost, but also causes material waste. With the technical progress, can use the integrated template of pouring of exempting from to dismantle to replace traditional template, build the template shaping after, fix the template with the connecting rod spare, pour and maintain to meeting the requirements, template, wall body and the connecting rod spare of pre-buried in concrete become a whole promptly at this moment, need not demolish. The technical scheme reduces the construction flow, lowers the cost, avoids material waste, and meets the national energy conservation and emission reduction requirements. On the other hand, the disassembly-free integrated pouring template has great limitation in use: the fixed templates are generally connected by adopting connecting rods, the connecting method has high strength and strong integrity, but the conventional connecting rods are generally made of metal materials, the heat transfer coefficient of the conventional connecting rods is obviously higher than that of other parts, and the problem of serious thermal bridge effect is caused.
The heat bridge, also called cold bridge, generally refers to abnormal heat transfer parts with larger heat conductivity coefficient in building enclosures such as roofs, outer walls and the like. The thermal bridge effect is a thermal conduction physical effect, and because materials with relatively large heat conductivity coefficients are arranged in the parts, the thermal conduction capacity is strong, when the indoor and outdoor temperature difference is large, the heat conduction of the wall body is uneven, and heat flow is very dense at the thermal bridge part, so that a heat flow bridge is formed, namely a thermal bridge area. Since the thermal conductivity of conventional connecting rods is much greater than that of surrounding walls, the connecting rod portions are severely "hot bridge areas", which can lead to a series of serious problems: the heat loss is serious, and the wall surface temperature of the wall body has large variation range; condensation, frost heaving and freeze thawing phenomena are easily formed on the wall body in cold areas due to dew condensation on the surface of the wall body. These problems not only reduce the thermal performance of the wall and cause energy waste, but also reduce the service life of the wall and influence the indoor thermal stability.
And a butt-pulling connecting rod piece is arranged between the templates at two sides on the reinforced bar template integrated wallboard. The opposite-pull connecting rod piece not only bears the weight of the formwork, but also bears the lateral pressure of concrete during concrete pouring, so that the formwork is prevented from being damaged or expanded, and an important effect is played in the wall body. The opposite-pull connecting rod piece is connected with the templates at two sides of the wall body, and the whole wall body (including the heat insulation layer in the wall) needs to be penetrated, so that a serious thermal bridge phenomenon can be generated. If the connecting rod piece part meets the corresponding mechanical requirement and can keep good thermal performance, the opposite-pull connecting rod piece needs to be subjected to heat-insulating bridge treatment, so that the opposite-pull connecting rod piece of the bridge-cut-off type steel bar formwork integrated wall formwork is provided for solving the problems.
Disclosure of Invention
The invention aims to solve the problems and provide the steel bar formwork integrated wall formwork bridge-cutoff opposite-pull connecting rod piece, which not only meets the mechanical requirements of practical engineering, but also has good thermal performance, has the function of isolating heat flow, effectively solves the problem of thermal bridge effect, and ensures the building comfort and the service life of components. The invention is suitable for the production of each component in the precast concrete technology.
The invention realizes the aim through the following technical scheme that the bridge-cutoff opposite-pull connecting rod piece of the steel bar template integrated wall template comprises a bridge-cutoff connecting piece, a first metal screw rod, a second metal screw rod and a gasket; the connecting grooves are formed in the center line of the cylinder of the bridge-cut-off connecting piece, the first metal screw rod and the second metal screw rod are respectively arranged at two ends of the bridge-cut-off connecting piece, the first metal screw rod and the second metal screw rod are respectively connected with the bridge-cut-off connecting piece, and structural adhesive is filled in gaps at the connecting positions;
the first metal screw rod and the second metal screw rod comprise a threaded end and a screw cap; the washers are respectively placed outside the first metal screw cap and the second metal screw cap.
Preferably, the second metal screw is a hollow metal screw, and the hollow cavity is communicated with the hollow cavity in the bridge-cutoff connecting piece to form a hollow slurry guiding and measuring cavity; the hollow slurry guiding and measuring cavity is internally inserted with a flexible sampling probe, the head of the flexible sampling probe is provided with a plurality of sampling grooves, and the bridge-cutoff connecting piece is bonded with an unpackaged RFID anti-metal chip.
Preferably, the bridge-cutoff connecting piece is made of engineering plastics or other materials with low heat conductivity coefficient.
Preferably, the hollow slurry guiding and measuring cavity is provided with a horn mouth which is opened downwards at the opening of the surface of the bridge-cut-off connecting piece.
Preferably, the flexible sampling probe is a strip-shaped probe which can be bent and deformed, and the scale is arranged on the strip-shaped probe.
Preferably, the bridge-cutoff connecting piece is in threaded connection with the metal screw.
Preferably, an air layer is arranged between the first metal screw and the bridge-cut-off connecting piece, and engineering glue is smeared on the threaded end of the metal wire.
The beneficial effects of the invention are as follows:
(1) Through carrying out bridge cut-off to traditional metal connection member spare and handling, reduce the heat transfer efficiency of metal member spare, increase thermal performance to avoid "heat bridge" phenomenon: the main structure of the intermediate bridge-cut-off connecting piece is engineering plastic, and the two sides of the intermediate bridge-cut-off connecting piece are provided with metal screw rods.
(2) Adopting bridge-cutoff treatment measures for the connecting rod: a bridge-cut-off connecting piece with extremely low heat conductivity coefficient is arranged in the middle of the connecting rod piece; the air layer reserved between the heat insulation block and the metal screw rod has good heat insulation effect; and engineering glue is smeared at the threaded end of the metal lead screw, the air tightness and the like of the connection between the connecting rod and the bridge-cut-off connecting piece are increased, and the measures can cut off a heat flow path and improve the heat resistance of a heat bridge part, so that the problem of a heat bridge effect is effectively solved.
(3) The connecting rod piece has good heat insulation effect, and can effectively solve the problem of the heat bridge effect nearby the connecting piece. The material of the bridge-cut-off connecting piece is made of engineering plastics which meet the requirements, the heat conductivity coefficient is obviously much smaller than that of the metal pull-out connecting piece, about 0.22 w/(m.k), and the bridge-cut-off connecting piece is less than 1/100 of steel, has good heat insulation effect, and can not generate obvious heat bridge effect in the heat insulation material layer.
(4) The mechanical properties of the wall body are enhanced: the connecting rod piece and the member work together, are stressed together and deform in a coordinated manner, so that the advantages of high tensile strength and good ductility of the metal material can be fully exerted, and meanwhile, the compressive strength of the concrete is effectively utilized. The screw-in threaded connection actually provides a rigid connection for templates on both sides of a wall body, and can transfer a certain load to the wall body structure.
(5) The connecting rod piece has good durability, vibration resistance and fracture resistance. The main material of the bridge-cut-off connecting piece is engineering plastics, the material of the metal screw rod is alloy metal, and the bridge-cut-off connecting piece has good anti-corrosion function, ensures firm and durable connection between the bridge-cut-off connecting piece and the metal screw rod, and can be used for a long time in various environments.
(6) The connecting rod piece has good connection stability and integrity: the bridge cut-off connecting piece adopts threaded connection with the wire rod, and the connecting rod piece connects the inner wall body pouring template and the outer wall body pouring template into a whole, so that pressure and horizontal shearing force can be well transferred, the bearing capacity of the wall body is increased, and the shearing resistance and the vehicle-mounted energy absorption resistance are outstanding.
(7) The connecting rod piece is convenient for production. All parts of the connecting rod piece are parts with the same specification, and can be produced in a pipelining mode.
(8) The connecting rod piece is convenient, quick, economical and safe to construct. The bridge-cut-off connecting piece adopts threaded connection with the metal lead screw, and simple structure connects reliably, as long as with the rotatory installation of metal lead screw into bridge-cut-off connecting piece and installation completion, the installation is all very convenient with the dismouting. Meanwhile, the threaded connection has the characteristic of high strength, and fewer bolts can bear large shearing force when the shearing-resistant connecting piece is arranged, so that the construction is convenient.
(9) The hollow slurry guiding and measuring cavity is arranged to check the compactness of the concrete pouring in the wall in real time, so that the problem that the compactness of the concrete pouring in the non-dismantling formwork system is difficult to check is solved. When the wall body is concreted, if the concreting around the opposite-pull connecting piece is compact, the concrete can infiltrate into the inside of the bridge-cut-off connecting piece through the hollow slurry guiding and measuring cavity, and the concrete bleeding can be reserved from the inside of the wall body to the outside of the template at the part with high bottom concrete pressure. The flexible sampling probe is inserted into the hollow slurry guiding and measuring cavity from the top of the second metal screw cap, so as to detect whether the concrete enters the bridge-cut-off connecting piece.
Drawings
FIG. 1 is a schematic diagram of a main structure of an embodiment of the present invention;
FIG. 2 is a schematic diagram of the components of an embodiment of the present invention;
FIG. 3 is a finished installation view of an embodiment of the present invention;
fig. 4 is a cross-sectional configuration view of an embodiment of the present invention.
In the figure: 1. the bridge-cutoff connecting piece comprises a first metal screw rod, a second metal screw rod, a gasket, a structural adhesive, a first metal screw rod nut, a second metal screw rod nut, an air layer, a hollow slurry guiding and measuring cavity, a flexible sampling probe, a sampling groove and an unpackaged RFID anti-metal chip.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments. All other embodiments, which can be made by those skilled in the art based on the embodiments of the invention without making any inventive effort, are intended to be within the scope of the invention.
Referring to fig. 1-4, a bar template integrated wall template bridge-cutoff opposite-pull connection rod piece is characterized in that: the bridge-cut-off connecting piece comprises four parts, namely a bridge-cut-off connecting piece 1, a first metal screw rod 2, a second metal screw rod 3 and a gasket 4; the center line of the cylinder of the broken bridge connecting piece 1 is provided with a connecting groove, the first metal screw rod 2 and the second metal screw rod 3 are respectively arranged at two ends of the broken bridge connecting piece 1, the first metal screw rod 2 and the second metal screw rod 3 are respectively connected with the broken bridge connecting piece 1, and a gap at the connecting part is filled with structural adhesive 5;
wherein the first metal screw 2 and the second metal screw 3 comprise a threaded end and a screw cap; the washers 4 are placed outside the first metal screw nut 6 and the second metal screw nut 7, respectively.
As a technical optimization scheme of the invention, the second metal screw 3 is a hollow metal screw, and the hollow cavity is communicated with the hollow cavity in the bridge-cutoff connecting piece 1 to form a hollow slurry guiding and measuring cavity 9; the flexible sampling probe 10 is inserted into the hollow slurry guiding and measuring cavity 9, a plurality of sampling grooves 11 are formed in the head of the flexible sampling probe 10, and the non-packaging RFID anti-metal chip 12 is bonded on the bridge-cutoff connecting piece 1.
As a technical optimization scheme of the invention, the broken bridge connecting piece 1 adopts engineering plastics or other materials with low heat conductivity coefficient, and on the basis of guaranteeing the use function of the connecting rod piece, the heat bridge effect is greatly reduced due to the adoption of the engineering plastics in the middle section.
As a technical optimization scheme of the invention, the hollow slurry guiding and measuring cavity 9 is provided with a horn mouth which is opened downwards at the opening of the surface of the bridge-cutoff connecting piece 1.
As a technical optimization scheme of the invention, the flexible sampling probe 10 is a strip-shaped probe which can be bent and deformed, and the scale is arranged on the strip-shaped probe.
As a technical optimization scheme of the invention, the broken bridge connecting piece 1 is in threaded connection with the metal screw rod, has a good anti-corrosion function, ensures firm and durable connection between the broken bridge connecting piece 1 and the metal screw rod, and can be used for a long time in various environments.
As a technical optimization scheme of the invention, an air layer 8 is arranged between the first metal screw rod 2 and the bridge-cut-off connecting piece 1, engineering glue is smeared on the threaded end of the metal wire, and the air layer 8 reserved between the heat insulation block and the metal screw rod has good heat insulation effect; and engineering glue is smeared at the threaded end of the metal lead screw, the air tightness and the like of the connection between the connecting rod and the bridge-cut-off connecting piece 1 are increased, and the measures can cut off a heat flow path and improve the heat resistance of a heat bridge part, so that the problem of a heat bridge effect is effectively solved.
When the invention is used, the connecting rod pieces are symmetrically arranged, the middle is a bridge-cut-off connecting piece, and the two sides are metal screw rods. The cavity of the second metal screw 3 is communicated with the cavity in the bridge-cut-off connecting piece to form a hollow slurry guiding and measuring cavity, and when the wall body is concreted, concrete can be reserved outside the template from the inside of the wall body through the hollow slurry guiding and measuring cavity 9. The hollow slurry guiding and measuring cavity 9 is provided with a horn mouth which is opened downwards at the opening of the surface of the bridge-cut-off connecting piece 1, so that concrete is easy to enter. The downward opening ensures that the concrete enters under the action of pressure rather than gravity, and can truly reflect the compactness of the concrete around the bridge-cut-off connecting piece 1. After the building is built, a temperature sensor such as a thermocouple can be inserted into the broken bridge connector 1 through the hollow slurry guiding and measuring cavity 9, so that the thermal performance of the wall body can be studied. The flexible sampling probe 10 is a strip-shaped probe which can be bent and deformed, and is provided with scales, and can be inserted into the hollow slurry guiding and measuring cavity 9 to probe the condition of the concrete entering the hollow slurry guiding and measuring cavity. The head of the flexible sampling probe 10 is provided with a plurality of sampling grooves 11, so that the flexibility of the head of the flexible sampling probe can be increased, whether concrete enters the hollow slurry guiding and measuring cavity 9 or not can be judged according to the insertion depth of the probe and the condition of the concrete extracted from the grooves, and whether the concrete around the bridge-cutoff connecting piece 1 is poured compactly or not is judged. The invention provides an unpackaged RFID anti-metal chip 12 (which is bonded to the broken bridge connector 1) which is damaged after water or concrete immersion and cannot emit a signal. Using RFID anti-metal chip 12 reading equipment outside the wall panel, it can be checked whether the chip is damaged. If the chip is damaged, this indicates that the concrete has submerged the chip. If the chip is not damaged and can be read by the reading equipment of the RFID anti-metal chip 12, the chip is not immersed by the concrete, and a cavity with uncompacted concrete exists at the periphery of the bridge-cutoff connector 1. The non-encapsulated RFID anti-metal chip 12 is utilized to check concrete cavity conditions, although a probe is not needed, the method is relatively convenient, in order to prevent water flowing on an attached wall surface from entering a cavity horn mouth to submerge the chip, the non-encapsulated RFID anti-metal chip 12 cannot be installed at the horn mouth and is a certain distance away from the surface of the bridge-cut-off connecting piece 1, so that the two methods of probing the flexible sampling probe 10 and sensing the non-encapsulated RFID anti-metal chip 12 are combined, and the condition that concrete around the bridge-cut-off connecting piece 1 is compact can be more accurately indicated. When the compactness of the concrete needs to be checked quickly, the induction method of the non-packaged RFID anti-metal chip 12 is practical, and the flexible sampling probe 10 can be used for detection and repeated detection. When it is not necessary to check the concrete compactness quickly, the unpackaged RFID anti-metal chip 12 may not be provided and only the flexible sampling probe 10 is used to probe when the concrete is not set.
It will be evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, and that the present invention may be embodied in other specific forms without departing from the spirit or essential characteristics thereof. The present embodiments are, therefore, to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present disclosure describes embodiments, not every embodiment is provided with a separate embodiment, and that this description is provided for clarity only, and that the disclosure is not limited to the embodiments described in detail below, and that the embodiments described in the examples may be combined as appropriate to form other embodiments that will be apparent to those skilled in the art.
Claims (3)
1. The utility model provides a bar form integration wall body template bridge cut-off is to connecting rod spare, its characterized in that: comprises four parts of a bridge-cut-off connecting piece (1), a first metal screw rod (2), a second metal screw rod (3) and a gasket (4); the cylindrical center line of the bridge-cut-off connecting piece (1) is provided with a connecting groove, the first metal screw rod (2) and the second metal screw rod (3) are respectively arranged at two ends of the bridge-cut-off connecting piece (1), the first metal screw rod (2) and the second metal screw rod (3) are respectively connected with the bridge-cut-off connecting piece (1), and a gap at the connecting position is filled with structural adhesive (5);
wherein the first metal screw rod (2) and the second metal screw rod (3) comprise a threaded end and a screw cap; the washers (4) are respectively arranged outside the first metal screw nut (6) and the second metal screw nut (7);
the second metal screw rod (3) is a hollow metal screw rod, and the hollow cavity of the second metal screw rod is communicated with the hollow cavity in the bridge-cutoff connecting piece (1) to form a hollow slurry guiding and measuring cavity (9); a flexible sampling probe (10) is inserted into the hollow slurry guiding and measuring cavity (9), a plurality of sampling grooves (11) are formed in the head of the flexible sampling probe (10), and a non-packaging RFID anti-metal chip (12) is bonded on the bridge-cutoff connecting piece (1);
the bridge-cutoff connecting piece (1) is made of engineering plastics or other materials with low heat conductivity coefficient; the hollow slurry guiding and measuring cavity (9) is provided with a horn mouth which is opened downwards at the opening of the surface of the bridge-cut-off connecting piece (1); the flexible sampling probe (10) is a strip-shaped probe which can be bent and deformed, and the scale is arranged on the strip-shaped probe.
2. The bar form integrated wall form bridge-cutoff butt-pull connection rod of claim 1, wherein: the bridge-cutoff connecting piece (1) is in threaded connection with the metal screw rod.
3. The bar form integrated wall form bridge-cutoff butt-pull connection rod of claim 1, wherein: an air layer (8) is arranged between the first metal screw rod (2) and the bridge-cutoff connecting piece (1), and engineering glue is smeared at the thread end of the metal wire.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910662995.0A CN110219457B (en) | 2019-07-22 | 2019-07-22 | Steel bar formwork integrated wall formwork bridge-cutoff opposite-pull connecting rod piece |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910662995.0A CN110219457B (en) | 2019-07-22 | 2019-07-22 | Steel bar formwork integrated wall formwork bridge-cutoff opposite-pull connecting rod piece |
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| CN110219457A CN110219457A (en) | 2019-09-10 |
| CN110219457B true CN110219457B (en) | 2024-01-02 |
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| CN201910662995.0A Active CN110219457B (en) | 2019-07-22 | 2019-07-22 | Steel bar formwork integrated wall formwork bridge-cutoff opposite-pull connecting rod piece |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN111350350B (en) * | 2020-04-15 | 2021-07-30 | 四川永晖建筑工程有限公司 | Broken bridge split connection rod piece of steel bar formwork integrated wall formwork |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101365853A (en) * | 2005-11-03 | 2009-02-11 | 约翰·A·西蒙森 | Tie rod for formwork |
| CN204920221U (en) * | 2015-08-04 | 2015-12-30 | 集佳绿色建筑科技有限公司 | A connecting rod for combination of cast -in -place wall form |
| CN207211752U (en) * | 2017-07-31 | 2018-04-10 | 安徽百特新材料科技有限公司 | A kind of water-proof bolt for the permanent cast-in-situ template of vacuum heat-insulation |
| CN208685829U (en) * | 2018-06-07 | 2019-04-02 | 杭州秀沃农业科技有限公司 | A kind of thermal insulation structure for frame structure building node |
| CN210713831U (en) * | 2019-07-22 | 2020-06-09 | 中铁建设集团有限公司 | Broken bridge split connection rod piece of steel bar formwork integrated wall formwork |
-
2019
- 2019-07-22 CN CN201910662995.0A patent/CN110219457B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN101365853A (en) * | 2005-11-03 | 2009-02-11 | 约翰·A·西蒙森 | Tie rod for formwork |
| CN204920221U (en) * | 2015-08-04 | 2015-12-30 | 集佳绿色建筑科技有限公司 | A connecting rod for combination of cast -in -place wall form |
| CN207211752U (en) * | 2017-07-31 | 2018-04-10 | 安徽百特新材料科技有限公司 | A kind of water-proof bolt for the permanent cast-in-situ template of vacuum heat-insulation |
| CN208685829U (en) * | 2018-06-07 | 2019-04-02 | 杭州秀沃农业科技有限公司 | A kind of thermal insulation structure for frame structure building node |
| CN210713831U (en) * | 2019-07-22 | 2020-06-09 | 中铁建设集团有限公司 | Broken bridge split connection rod piece of steel bar formwork integrated wall formwork |
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| Publication number | Publication date |
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| CN110219457A (en) | 2019-09-10 |
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