CN209066918U - The penetration type crack manufacturing equipment of concrete block - Google Patents
The penetration type crack manufacturing equipment of concrete block Download PDFInfo
- Publication number
- CN209066918U CN209066918U CN201821696604.4U CN201821696604U CN209066918U CN 209066918 U CN209066918 U CN 209066918U CN 201821696604 U CN201821696604 U CN 201821696604U CN 209066918 U CN209066918 U CN 209066918U
- Authority
- CN
- China
- Prior art keywords
- concrete block
- pulling plate
- plate
- side plate
- manufacturing equipment
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Manufacturing Of Tubular Articles Or Embedded Moulded Articles (AREA)
Abstract
The utility model discloses a kind of penetration type crack manufacturing equipments of concrete block, it includes mold and tensioning equipment;Mold includes four side plates, the front and back end for the type chamber that four side plates are constituted is equipped with steel mesh, centre bore is respectively set on front-rear side walls, tension rib is installed in centre bore, every tension rib inner end is fixed with the steel mesh with end, type chamber each side sets a guide pipe, which extends to rear end side plate from front end side plate;Tensioning equipment includes two guide rods and two pieces of pulling plates, is equipped with hydraulic jack between two pieces of pulling plates.The manufacturing equipment can fit together perfectly two sections split again after concrete block being successfully separated and be separated.
Description
Technical field
The utility model relates to reinforced concrete structures to repair field, be especially a kind of penetration type crack of concrete block
Manufacturing equipment.
Background technique
Concrete material is during military service, due to the various inside and outsides such as plastic shrinkage, drying shrinkage, malformation, external load
Factor effect can generate structural joint and non-structural seam.For the safety durable and normal use for avoiding the damage of crack structure, therefore need
The materials fracture such as mortar, resin is poured into time to be repaired.However, whether the mortar poured into reaches crack after mending a split
Most deep position, mortar repairing specific depth be how many, the effect of crack repairing on earth how, the prior art there is no maturation it is perfect
Scheme, so, just started a new research topic and research direction in the field, that is, be directed to the repairing of distress in concrete
Effect is modeled, tested and is studied.And above-mentioned modeling research is carried out, it how must just solve in concrete block first
On the problem of preparing penetration type crack.
Manufacture the device and method in crack in industry not yet at present, but researcher proposes two imaginations: first is that shrinking
Method carries out suddenly cold and hot to concrete block, makes it expand with heat and contract with cold to form crack, but above scheme can only be in concrete structure table
Face forms the local cracks of shallow-layer, and can not run through concrete block;Second is that using pressurized equipment, concrete block both ends are shelved
Section is hanging, and pressurized equipment pushes the hanging section among concrete block, is pressed break in two by force, then by the section weight of two-section
New split makes it draw close to form penetration type crack as far as possible, and the defect of the above method is: the two-section concrete no longer position after breaking
In on same straight line, in practical operation, it is difficult for the section of the two to be aligned completely, therefore practical split process is difficult;It is main
, it is to break concrete along width direction and need along its length by section again split, and width direction is pressed firmly agrees
Surely will lead to two sections, deformation occurs in the width direction, so that the concave-convex particle of two sections no longer coincide, thus, it may be difficult to very
To can not be pieced together what two sections fitted together perfectly along its length again at all, penetration type is not manufactured naturally also and is split
Seam.
Utility model content
The technical problems to be solved in the utility model be to provide it is a kind of after concrete block being successfully separated and be separated again energy
Two sections are fitted together perfectly into split to form the penetration type crack manufacturing equipment of the concrete block in penetration type crack.
The technical solution of the utility model is to provide a kind of penetration type crack manufacturing equipment of concrete block, it is wrapped
Include the mold and tensioning equipment for being poured concrete block to be tensioned;
Mold includes four side plates all around, and four side plate structure forming cavities, the rear and front end of type chamber is respectively equipped with one layer
Steel mesh respectively sets a centre bore on the side wall of rear and front end, is installed with a tension rib in each centre bore, in every tension rib
It holds and is fixed with the steel mesh with end, type chamber each side sets a guide pipe parallel with tension rib, and the guide pipe is in the past
End side plate extends to rear end side plate;
Tensioning equipment includes being used for and corresponding drawknot for being slip-fitted into the two of two guide pipes guide rods and two pieces
The pulling plate of muscle connection, hydraulic jack is equipped between two pieces of pulling plates.
The penetration type crack manufacturing equipment of the utility model concrete block compared with prior art, has following remarkable advantage
And beneficial effect.
Firstly, the device apply pulling force direction it is consistent with the direction that reset is adjacent to, be along its length direction, this
The section of sample, two-section concrete is aligned always, is resetted convenient for precisely contraposition;Moreover, more it is essential that due to pulling direction and breaking
Split direction and to reset direction consistent, thus will not as the prior art vertical stress, therefore not will cause along width direction
Deformation, each bumps of two sections, which all correspond, mutually coincide, and is bonded sternly so resetting two sections when closing up
Silk joint close, is finally able to form perfect penetration type crack.
Pulling plate refers to that every tension rib outer end is equipped with an internal thread hole, each internal thread hole with the connection of corresponding tension rib
Inward turning unifies root screw rod, every one hook of screw rod outer end welding;Every piece of pulling plate inner surface is fixed with a pull ring, the extension of tension rib
The pull ring of hook and pulling plate hooks;Above structure, hooking process is convenient and efficient, and it is solid and reliable to hook connection effect, and links up with and draw
The split type connection of muscle is tied, convenient for the disassembly of mold front and back end side plate.
Preferably, one piece of pulling plate is fixed pulling plate, the fixing end of two guide pipes is fixed with fixed pulling plate;Another piece of drawing
Plate is sliding pulling plate, slides and is set on pulling plate there are two via hole, sliding pulling plate is slidably fitted on two guide rods through two via holes;Wait open
Drawing concrete block is also slidably fitted on two guide rods through two guide pipes and the concrete block is located between two pieces of pulling plates, the structure
Simply, installation fixing concrete block is convenient, and drawknot is solid and reliable, and guiding and reseting procedure are stablized.
As further preferably, hydraulic jack is two, is arranged in the left and right sides of concrete block to be tensioned, each liquid
The cylinder body of jack is pressed to fix with fixed pulling plate, movable part and the sliding pulling plate of each hydraulic jack are fixed;Above-mentioned connection
Mode, it is fixed reliable, apply stretching force left-right balance, stability under loading is reliable.
As it is also preferred that each guiding pipe outer wall is equipped with lube layer;Two are respectively set on front end side plate and rear end side plate
The front end of side through hole, every guide pipe is inserted into a side through hole of front end side plate, and rear end side is inserted into the rear end of every guide pipe
In one side through hole of plate;In this way, the guide pipe male part that can hold with a firm grip rotates guide pipe after demoulding, and due to guiding
There are disengaging that is glossy, therefore can easily realizing guide pipe and concrete between pipe and concrete, avoids guide pipe when tensioning and mix
Solidifying soil is mutually viscous, forms tensioning resistance.
Detailed description of the invention
Fig. 1 is the overlooking structure diagram of the mold of the penetration type crack manufacturing equipment of the utility model concrete block.
Fig. 2 is the overlooking structure diagram of the penetration type crack manufacturing equipment of the utility model concrete block.
As shown in the figure 1, side plate, 2, type chamber, 3, steel mesh, 4, tension rib, 5, guide pipe, 6, guide rod, 7, hydraulic jack
Top, 8, screw rod, 9, hook, 10, pull ring, 11, fixed pulling plate, 12, sliding pulling plate, 13, concrete block.
Specific embodiment
The utility model is described in further detail in the following with reference to the drawings and specific embodiments.
As shown in Figure 1 and Figure 2, the penetration type crack manufacturing equipment of the utility model concrete block, it include for be poured to
The mold and tensioning equipment of tensioning concrete block 13.
Mold includes that all around four side plates 1 and a bottom plate, four side plates 1 and bottom plate collectively form closed type chamber
2, it is of course also possible to which only setting side plate 1 does not set bottom plate.2 inside of type chamber is respectively equipped with one layer of steel mesh close to the position of rear and front end
3, a centre bore is respectively through on the side plate 1 of rear and front end, and a tension rib 4, every tension rib 4 are installed in each centre bore
The steel mesh 3 at inner end and same end welds or steel wire lashing, is equipped with two guide pipes 5 parallel with tension rib 4 inside type chamber 2, should
Guide pipe 5 is arranged in the left and right sides of centre bore.Every guide pipe 5 extends to rear end side plate 1 from front end side plate 1;Specifically
Say, each 5 outer wall of guide pipe is equipped with lube layer;Respectively set two side through hole on front end side plate 1 and rear end side plate 1, every
In one side through hole of the front end insertion front end side plate 1 of guide pipe 5, one of the rear end insertion rear end side plate 1 of every guide pipe 5
In side through hole.Every 4 outer end of tension rib is equipped with an internal thread hole, and each internal thread hole inward turning unifies the externally threaded screw rod 8 of root,
Every 8 outer end of screw rod welding, one hook 9.
Tensioning equipment includes two guide rods 6 for being slip-fitted into two guide pipes 5 and two pieces are used for and corresponding drawing
The pulling plate that muscle 4 connects is tied, specifically, one piece of pulling plate is fixed pulling plate 11, and another piece of pulling plate is sliding pulling plate 12, every piece of pulling plate
Inner surface welds or is bolted and fixed with a pull ring 10, the fixation pulling plate 11 and two guide rods 6 be it is fixed,
Fixed pulling plate 11 can be shelved on the ground indirectly directly or through bracket, and the fixing end of two guide pipes 5 with fixed pulling plate 11
It is fixed.It is set on sliding pulling plate 12 there are two via hole, sliding pulling plate 12 is slidably fitted on two guide rods 6 through two via holes;It is to be tensioned
Concrete block 13 is also slidably fitted on two guide rods 6 through two guide pipes 5 and the concrete block 13 is located between two pieces of pulling plates.
Two pieces of pulling plates connect knot with the connection type of concrete block 13 to be tensioned i.e. every piece of pulling plate with corresponding tension rib 4
Structure refers to that the hook 9 of every tension rib 4 is hooked with the pull ring 10 of corresponding pulling plate.
Hydraulic jack 7 is equipped between two pieces of pulling plates.Specifically, hydraulic jack 7 is two, is arranged in wait open
The left and right sides of concrete block 13 is drawn, the cylinder body of each hydraulic jack 7 and fixed pulling plate 11 are fixed, each hydraulic jack 7
Movable part and sliding pulling plate 12 it is fixed.
The method for manufacturing crack using the penetration type crack manufacturing equipment of the concrete block of the utility model, step is such as
Under.
A, the mold and tensioning equipment for being poured concrete block 13 to be tensioned are produced.
B, to concrete is poured in mold cavity 2, concrete block 13 is formed, so that two layers of steel mesh, 3, two guide pipes 5
And two tension ribs 4 are anchored in concrete;And the front and back end of concrete block 13 is protruded at the both ends of every guide pipe 5 respectively
Face, and two tension ribs 4 protrude the front/rear end of concrete block 13 respectively.
C, it dismantles four side plates 1 and a bottom plate of mold, in the step, is torn open along two tension ribs 4 and two guide pipes 5
After front end side plate 1 and rear end side plate 1, the front/rear end of the both ends protrusion concrete block 13 of every guide pipe 5 grips every
The protrusion of 5 end of guide pipe and rotation, so that every guide pipe 5 and concrete block 13 be not viscous;After demoulding, in concrete block
Two tension ribs, 4 outer end at 13 both ends respectively screws in the hook 9 with screw rod 8.
D, before tensioning equipment assembly concrete block 13, two guide rods 6 have just been fixed on the interior table of fixed pulling plate 11
Face, at this point, by 5 sets of two guide pipes of concrete block 13 outside corresponding guide rod 6, and by the extension of 13 fixing end of concrete block
The pull ring 10 of hook 9 and fixed pulling plate 11 hooks, and then the cylinder body of two hydraulic jacks 7 is fixed on fixed pulling plate 11.
E, sliding pulling plate 12 is linked on two guide rods 6 through the sliding of two via holes, and by the pull ring of the sliding pulling plate 12 10
It is hooked with the hook 9 of 13 sliding end of concrete block;And it is the movable part of two hydraulic jacks 7 and sliding pulling plate 12 is fixed.Coagulation
13 sliding end of soil block refers to one end of its close sliding pulling plate 12, and fixing end refers to concrete block 13 close to fixed pulling plate 11
One end.
F, hydraulic jack 7 is driven, so that two pulling plate spacing extend out, and then concrete block 13 is broken completely, is formed disconnected
The mutually identical two-section of face bumps, is then driven in the reverse direction hydraulic jack 7, so that two sections are bonded to each other, is run through with being formed
Formula crack.
Certainly, the application is substantially to be pulled open concrete block 13 by force using hydraulic jack 7, program objective reality
Certain limitation, i.e., the program can only prepare crosscutting concern on the lesser concrete block 13 of size, more specifically, concrete
The sectional dimension of block 13 is no more than 30cm ╳ 30cm.This is because, if the limit lotus depending on concrete drawing crack can be broken
It carries, and ultimate load then depends on the sectional dimension of concrete block.But despite the presence of small size concrete block 13 can only be acted on
It is sorry, be still the breakthrough from 0 to 1 but compared with the prior art.
Claims (5)
1. a kind of penetration type crack manufacturing equipment of concrete block, it is characterised in that: it includes for being poured concrete to be tensioned
The mold and tensioning equipment of block (13);
Mold includes that all around four side plates (1), the rear and front end of four side plate (1) structure forming cavities (2), type chamber (2) are distinguished
Equipped with one layer of steel mesh (3), a centre bore is respectively set on the side plate (1) of rear and front end, a drawknot is installed in each centre bore
Muscle (4), every tension rib (4) inner end and the steel mesh (3) with end are fixed, and type chamber (2) each side sets one and drawknot
The parallel guide pipe (5) of muscle (4), the guide pipe (5) extend to rear end side plate (1) from front end side plate (1);
Tensioning equipment includes two guide rods (6) for being slip-fitted into two guide pipes (5) and two pieces are used for and corresponding drawing
The pulling plate of muscle (4) connection is tied, is equipped with hydraulic jack (7) between two pieces of pulling plates.
2. the penetration type crack manufacturing equipment of concrete block according to claim 1, it is characterised in that: every tension rib
(4) outer end is equipped with an internal thread hole, and each internal thread hole inward turning unifies root screw rod (8), and every screw rod (8) outer end welding one is hung
Hook (9);Every piece of pulling plate inner surface is fixed with a pull ring (10), and pulling plate refers to corresponding tension rib (4) connection, tension rib (4)
Hook (9) and pulling plate pull ring (10) hook.
3. the penetration type crack manufacturing equipment of concrete block according to claim 1, it is characterised in that: one piece of pulling plate is solid
Determine pulling plate (11), the fixing end of two guide pipes (5) is fixed with fixed pulling plate (11);Another piece of pulling plate is sliding pulling plate (12),
It is set in sliding pulling plate (12) there are two via hole, sliding pulling plate (12) is slidably fitted on two guide rods (6) through two via holes;It is to be tensioned
Concrete block (13) is also slidably fitted on two guide rods (6) through two guide pipes (5) and the concrete block (13) is located at two pieces of drawings
Between plate.
4. the penetration type crack manufacturing equipment of concrete block according to claim 3, it is characterised in that: hydraulic jack
(7) it is two, is arranged in the left and right sides of concrete block to be tensioned (13), the cylinder body of each hydraulic jack (7) and solid
Determine pulling plate (11) to fix, the movable part of each hydraulic jack (7) and sliding pulling plate (12) are fixed.
5. the penetration type crack manufacturing equipment of concrete block according to claim 3, it is characterised in that: each guide pipe
(5) outer wall is equipped with lube layer;Two side through hole, every guide pipe (5) are respectively set on front end side plate (1) and rear end side plate (1)
Front end insertion front end side plate (1) a side through hole in, one of rear end insertion rear end side plate (1) of every guide pipe (5)
In side through hole.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821696604.4U CN209066918U (en) | 2018-10-19 | 2018-10-19 | The penetration type crack manufacturing equipment of concrete block |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201821696604.4U CN209066918U (en) | 2018-10-19 | 2018-10-19 | The penetration type crack manufacturing equipment of concrete block |
Publications (1)
Publication Number | Publication Date |
---|---|
CN209066918U true CN209066918U (en) | 2019-07-05 |
Family
ID=67095262
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201821696604.4U Active CN209066918U (en) | 2018-10-19 | 2018-10-19 | The penetration type crack manufacturing equipment of concrete block |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN209066918U (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109098470A (en) * | 2018-10-19 | 2018-12-28 | 宁波市轨道交通集团有限公司 | The penetration type crack manufacturing equipment and manufacturing method of concrete block |
-
2018
- 2018-10-19 CN CN201821696604.4U patent/CN209066918U/en active Active
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109098470A (en) * | 2018-10-19 | 2018-12-28 | 宁波市轨道交通集团有限公司 | The penetration type crack manufacturing equipment and manufacturing method of concrete block |
CN109098470B (en) * | 2018-10-19 | 2023-11-17 | 宁波市轨道交通集团有限公司 | Apparatus and method for manufacturing through-type crack of concrete block |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
Li et al. | Tension-tension fatigue performance of a large-diameter pultruded carbon/glass hybrid rod | |
Su et al. | Experimental research on bearing mechanism of perfobond rib shear connectors | |
CN101968348A (en) | Method for visually monitoring fracture crack | |
WO2015109930A1 (en) | Pre-tensioned centrifugal concrete pile provided with steel strand and manufacturing method | |
CN105973662B (en) | A kind of beam specimen pours the mechanic property test method of mold and beam specimen | |
CN103954200B (en) | A kind of method of FRP reinforced concrete bond-slip test | |
CN102350724B (en) | Manufacturing method of artificial core with crevices for simulated leaking stoppage experiment | |
CN110306774B (en) | Method and device for installing socket type cantilever scaffold | |
CN209066918U (en) | The penetration type crack manufacturing equipment of concrete block | |
CN104777096A (en) | Improved testing device and method for testing FRP-concrete interface property | |
CN202937005U (en) | Cast-in-situ concrete beam lateral template reinforcement device | |
KR20080073461A (en) | Manhole repair method | |
CN106959270A (en) | Cement the well an interface cementing strength curing means, test device and method of testing | |
CN206339421U (en) | The test mould and its test system of a kind of concrete component axle center tensile test | |
CN103015735A (en) | Construction method for planting wall lacing bars after pre-burying of sleeve assemblies | |
CN106042173A (en) | Bridge production system | |
CN106906996A (en) | Reusable pre-buried ring | |
CN109098470A (en) | The penetration type crack manufacturing equipment and manufacturing method of concrete block | |
CN103981909B (en) | Fast repairing method after crack on anchor bolt and structure | |
CN109093823B (en) | Method for manufacturing through crack of large-size concrete block | |
CN205444903U (en) | Shear force wall wind -tunnel bush board | |
CN105625199B (en) | Processing method and repairing structure for variable cross-section continuous box beam bottom plate cracking area | |
CN105784506A (en) | Pre-applied shearing strength test piece, preparation device and preparation method for test piece and splitting test method | |
CN107762135A (en) | The construction method of skin scaffold wall connecting piece | |
CN109235925A (en) | A kind of method and device for reinforcing damage reinforced column with sleeve pre-constructed unit |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |