CN215482881U - A piecing devices that is used for glass fiber muscle ground to link wall female groove - Google Patents
A piecing devices that is used for glass fiber muscle ground to link wall female groove Download PDFInfo
- Publication number
- CN215482881U CN215482881U CN202122051024.8U CN202122051024U CN215482881U CN 215482881 U CN215482881 U CN 215482881U CN 202122051024 U CN202122051024 U CN 202122051024U CN 215482881 U CN215482881 U CN 215482881U
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- cavity
- inclining
- transverse part
- vertical
- reinforced plastic
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- 239000003365 glass fiber Substances 0.000 title claims description 18
- 210000003205 muscle Anatomy 0.000 title claims description 10
- 239000011152 fibreglass Substances 0.000 claims abstract description 9
- 239000004576 sand Substances 0.000 claims abstract description 3
- 238000005192 partition Methods 0.000 claims description 5
- 229920002430 Fibre-reinforced plastic Polymers 0.000 claims 6
- 125000006850 spacer group Chemical group 0.000 abstract description 7
- 238000009435 building construction Methods 0.000 abstract description 2
- 238000000034 method Methods 0.000 description 10
- 229910000831 Steel Inorganic materials 0.000 description 6
- 230000002787 reinforcement Effects 0.000 description 6
- 239000010959 steel Substances 0.000 description 6
- 230000008569 process Effects 0.000 description 5
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 4
- 238000010276 construction Methods 0.000 description 4
- 238000006073 displacement reaction Methods 0.000 description 4
- 239000002002 slurry Substances 0.000 description 3
- 239000011229 interlayer Substances 0.000 description 2
- 229910052742 iron Inorganic materials 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 2
- 101100334009 Caenorhabditis elegans rib-2 gene Proteins 0.000 description 1
- 241001669679 Eleotris Species 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000001680 brushing effect Effects 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
- 239000010802 sludge Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
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Abstract
The utility model relates to the field of building construction, in particular to a joint device for a glass fiber reinforced plastic ground connecting wall female slot, which comprises a baffle, a spacer bar and a U-shaped inner bar, wherein the baffle comprises a first upper transverse part, a first upper inclined part, a first vertical part, a first lower inclined part and a first lower transverse part which are connected in sequence, the spacer bar comprises a second upper transverse part, a second upper inclined part, a second vertical part, a second lower inclined part and a second lower transverse part which are connected in sequence, the U-shaped inner bar comprises a third upper transverse part, a third upper inclined part, a third vertical part, a third lower inclined part and a third lower transverse part which are connected in sequence, the third upper transverse part, the third upper inclined part, the third vertical part, the third lower inclined part and the third lower transverse part are connected to form a first cavity for containing concrete, the first upper inclined part, the first vertical part and the first lower inclined part are connected to form a second cavity for filling sand bags, and the baffle and the spacer bar are overlapped, the first cavity and the second cavity are arranged oppositely, and the first vertical portion, the second vertical portion and the third vertical portion are connected.
Description
Technical Field
The utility model relates to the field of building construction, in particular to a joint device for a glass fiber rib ground connection wall female slot.
Background
The traditional joint method is to adopt a common I-shaped steel plate for welding, and the glass fiber reinforced plastic underground diaphragm wall needs no steel due to the fact that a shield is penetrated downwards, so that the joint needs to be constructed by a locking pipe. The concrete method is that after the grooving of a unit groove section is finished, a steel reinforcement cage is placed downwards, the end part of the groove section is hoisted by a crane or a jack hoisting frame, then the steel reinforcement cage is hoisted and poured with concrete, a fore shaft pipe is pulled out after the concrete is initially set, and the fore shaft pipe hoisting operation method comprises the following steps: firstly, the jacking machine is hung above the fore shaft pipe, and the fore shaft pipe is sleeved by the jacking machine and placed on the guide wall. The hoop force is applied to the hoop arm ring through the horizontal jack, the hoop arm ring tightly holds the fore shaft pipe, the vertical jacking and pulling device is used for jacking and pulling, then the horizontal jack is used for releasing pressure, the hoop arm ring is loosened, the fore shaft pipe is hung by a crane so as not to fall down, the vertical jacking and pulling device is contracted, and the hoop system is recovered to the initial position. And repeating the process until the required pulling force of the fore shaft pipe is less than the pulling force of the crane, and pulling out the fore shaft pipe by the crane. So that the ends of the unit groove sections are semicircular. The fore shaft pipe in the underground continuous wall has the advantages that the two adjacent groove ends are well embedded and connected, the water seepage phenomenon is avoided, and the purpose is to stabilize the reinforcement cage of the continuous wall and ensure that concrete turbulence is well controlled. However, the following problems occur:
1. the slot wall is not perpendicular, causing a shift in the position of the fore shaft: due to the reasons of machinery and manpower, the problem that two ends of the formed groove wall are not perpendicular always exists at the lower part, so that when the fore shaft pipe is arranged, the fore shaft pipe cannot be arranged according to the position of a preset sample, and the width of the wall and the downward placement of the reinforcement cage are influenced. Meanwhile, the rear surface of the fore shaft pipe is too large, so that the workload of earth backfilling is increased, and the problem of slurry leakage is easily caused.
2. The locking notch pipe is not fixed stably, so that the locking notch pipe is inclined: the fixed of fore shaft pipe is fixed including the upper end and the lower extreme is fixed: the lower end is fixed by lifting a section of the fore shaft pipe by a crane to enable the fore shaft pipe to freely fall and be inserted into the soil to be fixed, and the fixing method enables the lower end of the fore shaft pipe not to generate large displacement generally. The upper end is fixed and is generally driven into the pilot sleeper through the gap between the fore shaft pipe and the pilot wall, and is solved by the channel steel diagonal bracing, and the generation of the displacement of the fore shaft pipe can be basically avoided. The most used in practical construction is to pull the fore shaft pipe vertically upwards with 10 tons of force for 100 tons of crane, and when the fore shaft pipe is deviated, the fore shaft pipe can be returned with reverse force. The disadvantage of this method is that when small displacements occur, the forces in the opposite direction are small and cannot be reacted, so displacements are unavoidable and it is difficult for a 100 ton crane to find a suitable position when site conditions do not allow.
The first case is upper end deviation, the occurrence frequency is more, and the second case is lower end deviation, and the occurrence probability is lower. The occurrence of the sludge interlayer seriously affects the construction quality and can cause serious water leakage problem. The interlayer is prevented from inclining the fore shaft pipe, and the wall is brushed up by taking a thought when brushing the wall.
3. Problem of pulling out the fore shaft tube: in order to avoid using a hydraulic jacking frame when pulling out the fore shaft pipe, the fore shaft pipe is often pulled out when concrete is not poured, so that the pulling out is not impossible, the initial setting time of the concrete is only required to be mastered, and the pulling out cannot be mastered well in actual operation. The pipe drawing is too early, concrete is easy to leak slurry and even collapse, and serious quality problems of the diaphragm wall are caused; the tube drawing is too late, causes the hasp pipe "to inlay" easily and dies in the ground even wall, causes the shield to pass, loses the original effect of glass fiber muscle, causes certain loss to progress and economy.
4. Problem of backfill behind the fore shaft pipe: after the fore shaft pipe is placed down, the fore shaft pipe cannot be tightly attached to a soil body, a certain gap always exists, earthwork backfilling must be carried out, otherwise, concrete bypasses the fore shaft pipe, and a great obstacle is caused to the construction of the next continuous wall. However, the gaps are small and filled with slurry, so that the backfill is not easy to compact.
SUMMERY OF THE UTILITY MODEL
The utility model provides a connector device for a glass fiber rib ground connection wall female slot, aiming at solving the defects and shortcomings processed by the prior art.
In order to achieve the purpose, the utility model adopts the technical scheme that the joint device for the glass fiber reinforced plastic underground diaphragm wall female groove comprises a baffle plate for preventing concrete from flowing into a male groove, a spacer rib for supporting the baffle plate and a U-shaped inner rib for resisting the impact force of the concrete, wherein the baffle plate comprises a first upper transverse part, a first upper inclined part, a first vertical part, a first lower inclined part and a first lower transverse part which are sequentially connected, the spacer rib comprises a second upper transverse part, a second upper inclined part, a second vertical part, a second lower inclined part and a second lower transverse part which are sequentially connected, the U-shaped inner rib comprises a third upper transverse part, a third upper inclined part, a third vertical part, a third lower inclined part and a third lower transverse part which are sequentially connected to form a first cavity for containing the concrete, and the first upper inclined part, the third vertical part, the third lower inclined part and the third lower transverse part are sequentially connected to form a first cavity for containing the concrete, The first vertical portion and the first downward inclined portion are connected to form a second cavity for filling the sandbag, the baffle is overlapped with the partition rib, the first cavity and the second cavity are oppositely arranged, and the first vertical portion, the second vertical portion and the third vertical portion are connected.
The first upper transverse part and the first lower transverse part are parallel and opposite, and the first vertical part is arranged between the first upper transverse part and the first lower transverse part and is vertical to the first upper transverse part and the first lower transverse part.
The second upper transverse part is parallel to and opposite to the second lower transverse part, and the second vertical part is arranged between the second upper transverse part and the second lower transverse part and is perpendicular to the second upper transverse part and the second lower transverse part.
The third upper transverse portion is parallel to and opposite to the third lower transverse portion.
The third upper inclined part, the second upper transverse part and the second upper inclined part enclose a third cavity with a triangular section, the third lower inclined part, the second lower transverse part and the second lower inclined part enclose a fourth cavity with a triangular section, and the third cavity and the fourth cavity are arranged oppositely.
The baffle is made of glass fiber reinforced plastic plates, and the partition ribs and the U-shaped inner ribs are made of glass fiber ribs.
The novel U-shaped connector is characterized by further comprising a plurality of first U-shaped fasteners and a plurality of second U-shaped fasteners, wherein the first vertical portions, the second vertical portions and the third vertical portions are connected through the first U-shaped fasteners, the interval between the first U-shaped fasteners is 100cm, the first upper transverse portions are connected with the second upper transverse portions, the first upper inclined portions are connected with the second upper inclined portions, the first lower inclined portions are connected with the second lower inclined portions, the first lower transverse portions are connected with the second lower transverse portions through the second U-shaped fasteners, and the interval between the second U-shaped fasteners is 15 cm.
The utility model has the beneficial effects that:
the utility model provides a connector device for a glass fiber rib ground connection wall female slot, which replaces the process of taking a traditional locking pipe as a plug, thereby well avoiding a series of quality problems generated in the construction process of the locking pipe, and meanwhile, the subsequent treatment is not needed after the pouring is finished, thereby saving the working time and improving the working efficiency.
Drawings
FIG. 1 is a schematic structural view of a joint device for a glass fiber reinforced plastic ground wall female slot of the present invention;
FIG. 2 is a cross-sectional view taken along line AA' of FIG. 1;
fig. 3 is a partial schematic view of fig. 2.
Detailed Description
The utility model will be described in further detail with reference to the accompanying drawings, which are simplified schematic drawings and only schematically illustrate the basic structure of the utility model, and the direction of the embodiment is based on the direction of fig. 1.
As shown in fig. 1 to 3, a joint device for a glass fiber reinforced plastic underground diaphragm wall slot comprises a baffle plate 1 for preventing concrete from flowing into a male slot, a spacer bar 2 for supporting the baffle plate 1 and a U-shaped inner bar 3 for resisting the impact force of the concrete, wherein the baffle plate 1 comprises a first upper transverse part 11, a first upper inclined part 12, a first vertical part 13, a first lower inclined part 14 and a first lower transverse part 15 which are connected in sequence, the spacer bar 2 comprises a second upper transverse part 21, a second upper inclined part 22, a second vertical part 23, a second lower inclined part 24 and a second lower transverse part 25 which are connected in sequence, the U-shaped inner bar 3 comprises a third upper transverse part 31, a third upper inclined part 32, a third vertical part 33, a third lower inclined part 34, a third lower transverse part 35, a third upper transverse part 31, a third upper inclined part 32, a third vertical part 33, a third lower inclined part 34 and a third lower transverse part 35 which are connected in sequence to form a first cavity for accommodating the concrete 4, the first upper inclined part 12, the first vertical part 13 and the first lower inclined part 14 are connected to form a second cavity 5 for filling the sandbag, the baffle plate 1 is overlapped with the partition rib 2, the first cavity 4 and the second cavity 5 are oppositely arranged, and the first vertical part 13, the second vertical part 23 and the third vertical part 33 are connected. The baffle 1, the separating ribs 2 and the U-shaped inner ribs 3 are connected into a whole to resist the impact force of concrete, and the U-shaped inner ribs 3 mainly resist the impact force of the concrete.
Baffle 1 prevents that the concrete from flowing into the public inslot of both sides, improves and connects the overlap joint quality, separates muscle 2 and baffle 1 and forms whole replacement traditional I-steel, prevents that concrete pouring process concrete from flowing to the width outside, causes the big problem of later stage grooving degree of difficulty. The U-shaped inner ribs 3 are used for preventing the impact force of the concrete pouring process on the joints formed on the baffle 1, and the joints formed on the baffle 1 and the reinforcement cage are integrated, so that the impact force of concrete is resisted. Iron sheet a with the thickness of 1.5mm is further arranged between the first upper transverse part 11 and the second upper transverse part 21 and between the first lower transverse part 15 and the second lower transverse part 25, and the iron sheet a and the second cavity 5 filled with the sandbags resist concrete outflow. The second cavity 5 of filling the sand bag can prevent that concrete vortex from getting into in the recess (public groove side), reduces the grooving degree of difficulty that the later stage produced because of concrete vortex.
The glass fiber distribution rib b and the glass fiber main rib c form a reinforcement cage framework, and bear the time shearing action of the diaphragm wall during later earth excavation.
The first upper transverse portion 11 is parallel to and opposite to the first lower transverse portion 15, and the first vertical portion 13 is disposed between the first upper transverse portion 11 and the first lower transverse portion 15 and perpendicular to the first upper transverse portion 11 and the first lower transverse portion 15.
The second upper transverse portion 21 is parallel to and opposite to the second lower transverse portion 25, and the second vertical portion 23 is disposed between the second upper transverse portion 21 and the second lower transverse portion 25 and perpendicular to the second upper transverse portion 21 and the second lower transverse portion 25.
The third upper transverse portion 31 is parallel to and opposite the third lower transverse portion 35.
The third upper inclined portion 32, the second upper transverse portion 21 and the second upper inclined portion 22 enclose a third cavity 6 with a triangular section, the third lower inclined portion 34, the second lower transverse portion 25 and the second lower inclined portion 24 enclose a fourth cavity 7 with a triangular section, and the third cavity 6 and the fourth cavity 7 are arranged oppositely. The first cavity 4 and the third cavity 6 are communicated with the fourth cavity 7, and concrete flows into the third cavity 6 and the fourth cavity 7 from the first cavity 4. The third inclined portions 32 and 34 serve to reduce the impact of concrete.
The baffle 1 is made of a glass fiber reinforced plastic plate, and the partition ribs 2 and the U-shaped inner ribs 3 are made of glass fiber ribs. The thickness of the glass fiber reinforced plastic plate is 2 cm.
Still include the first U type fastener 8 of a plurality of and second U type fastener 9, first vertical portion 13, second vertical portion 23, third vertical portion 33 is connected through first U type fastener 8, the interval between first U type fastener 8 is 100cm, be connected between first last horizontal portion 11 and the second last horizontal portion 21, be connected between first last oblique portion 12 and the second last oblique portion 22, be connected between first lower oblique portion 14 and the second lower oblique portion 24, be connected between first lower horizontal portion 15 and the second lower horizontal portion 25 all through second U type fastener 9 connection, the interval between second U type fastener 9 is 15 cm. The first U-shaped fastener 8 and the second U-shaped fastener 9 are both M10U-shaped buckles.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the utility model, and any modifications, equivalents, improvements and the like made within the spirit and principle of the present invention should be included in the scope of the present invention.
Claims (7)
1. The utility model provides a piecing devices that is used for glass fiber muscle ground to link wall female slot which characterized in that: including baffle (1) that is used for preventing the concrete from flowing into public groove, be used for supporting baffle (1) separate muscle (2) and be used for resisting U type interior muscle (3) of concrete impact force, baffle (1) is including the first horizontal portion (11), first portion of inclining (12), first perpendicular portion (13), first portion of inclining (14), first horizontal portion (15) of inclining that connect gradually, it goes up horizontal portion (21), second to incline portion (22), second perpendicular portion (23), second portion of inclining (24), second horizontal portion (25) down to separate muscle (2) including the second that connects gradually, U type interior muscle (3) are including the third that connects gradually go up horizontal portion (31), third portion of inclining (32), third portion of inclining (33), third portion of inclining (34), third portion of inclining (35), third portion of inclining (31), third portion of inclining (32), third portion (33), third portion of inclining (35), the third portion of going up horizontal portion (31), third, Third down slope portion (34), third horizontal portion (35) are connected in order to form first cavity (4) that is used for holding the concrete, first portion of inclining (12), first perpendicular portion (13), first portion of inclining (14) are connected in order to form second cavity (5) that are used for filling the sand bag, baffle (1) with separate muscle (2) and fold mutually, first cavity (4) with second cavity (5) set up relatively, first perpendicular portion (13), second perpendicular portion (23), third perpendicular portion (33) link to each other.
2. A connector device for a glass fibre reinforced plastic diaphragm wall cavity as claimed in claim 1, wherein: the first upper transverse part (11) and the first lower transverse part (15) are parallel and opposite, and the first vertical part (13) is arranged between the first upper transverse part (11) and the first lower transverse part (15) and is perpendicular to the first upper transverse part (11) and the first lower transverse part (15).
3. A connector device for a glass fibre reinforced plastic diaphragm wall cavity as claimed in claim 2, wherein: the second upper transverse part (21) and the second lower transverse part (25) are parallel and opposite, and the second vertical part (23) is arranged between the second upper transverse part (21) and the second lower transverse part (25) and is perpendicular to the second upper transverse part (21) and the second lower transverse part (25).
4. A connector device for a glass fibre reinforced plastic diaphragm wall cavity as claimed in claim 3, wherein: the third upper transverse portion (31) and the third lower transverse portion (35) are parallel and opposite.
5. A connector device for a glass fibre reinforced plastic diaphragm wall cavity as claimed in claim 4, wherein: the third upper inclined portion (32), the second upper transverse portion (21) and the second upper inclined portion (22) enclose a third cavity (6) with a triangular section, the third lower inclined portion (34), the second lower transverse portion (25) and the second lower inclined portion (24) enclose a fourth cavity (7) with a triangular section, and the third cavity (6) and the fourth cavity (7) are arranged oppositely.
6. A connector device for a glass fibre reinforced plastic diaphragm wall cavity as claimed in claim 5, wherein: the baffle (1) is made of a glass fiber reinforced plastic plate, and the partition ribs (2) and the U-shaped inner ribs (3) are made of glass fiber ribs.
7. A connector device for a glass fibre reinforced plastic diaphragm wall cavity as claimed in claim 6, wherein: still include first U type fastener (8) of a plurality of and second U type fastener (9), first vertical portion (13), second vertical portion (23), third vertical portion (33) are connected through first U type fastener (8), interval between first U type fastener (8) is 100cm, be connected between horizontal portion (21) on first last horizontal portion (11) and the second, be connected between first last oblique portion (12) and the second go up oblique portion (22), be connected between first oblique portion (14) and second oblique portion (24) down, be connected between first horizontal portion (15) and second horizontal portion (25) down all pass through second U type fastener (9) are connected, the interval between second U type fastener (9) is 15 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122051024.8U CN215482881U (en) | 2021-08-27 | 2021-08-27 | A piecing devices that is used for glass fiber muscle ground to link wall female groove |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202122051024.8U CN215482881U (en) | 2021-08-27 | 2021-08-27 | A piecing devices that is used for glass fiber muscle ground to link wall female groove |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215482881U true CN215482881U (en) | 2022-01-11 |
Family
ID=79765496
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202122051024.8U Expired - Fee Related CN215482881U (en) | 2021-08-27 | 2021-08-27 | A piecing devices that is used for glass fiber muscle ground to link wall female groove |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215482881U (en) |
-
2021
- 2021-08-27 CN CN202122051024.8U patent/CN215482881U/en not_active Expired - Fee Related
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20220111 |
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| CF01 | Termination of patent right due to non-payment of annual fee |