CN219364603U - Assembled anchor rope steel waist beam connecting device - Google Patents
Assembled anchor rope steel waist beam connecting device Download PDFInfo
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- CN219364603U CN219364603U CN202320864164.3U CN202320864164U CN219364603U CN 219364603 U CN219364603 U CN 219364603U CN 202320864164 U CN202320864164 U CN 202320864164U CN 219364603 U CN219364603 U CN 219364603U
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Abstract
The utility model discloses an assembled anchor cable steel waist beam connecting device which comprises a waist beam component, a plurality of embedded steel plates and a plurality of guard piles, wherein the waist beam component is provided with a plurality of mounting notches, the mounting notches are arranged on the waist beam component at intervals, the plurality of mounting notches, the plurality of embedded steel plates and the plurality of guard piles are in one-to-one correspondence, the embedded steel plates are arranged in the mounting notches and are connected with the waist beam component, and the guard piles are connected with the embedded steel plates and surround to form a containing space. The waist rail component, the embedded steel plate and the fender post are mutually matched and are in one-to-one correspondence, so that the connection strength between the waist rail component, the embedded steel plate and the fender post is ensured, and because the embedded steel plate and the fender post are enclosed to form a containing space, the defects that the side wall is waterproof and the fertilizer groove backfill construction is difficult in subsequent construction due to the fact that a fertilizer groove is reserved in the inner side of the fender post, and the influence on a station is large due to the fact that the fertilizer groove backfill compactness is poor can be overcome.
Description
Technical Field
The utility model relates to the field of connection between an underground deep foundation pit engineering anchor rope and a fender post, in particular to an assembled anchor rope steel waist beam connecting device.
Background
Along with the continuous development of urban development in China, underground space development presents a rapid development potential, and underground projects such as underground sidewalks, river-crossing tunnels, urban rail transit and the like are more and more. The support form of the guard piles and the anchor cables is widely applied under the limitation of the plane scale and the excavation width of the deep foundation pit, the arrangement of the anchor cable waist beams and the connection with the guard piles become key, and the safety of a pile anchor support system is concerned.
For the connection setting of anchor rope waist rail, the common practice in the current engineering practice is to set up concrete waist rail or steel waist rail in the fender post inboard, and through many years of engineering practice demonstration, it is found that there are following problems: firstly, a concrete waist beam or a steel waist beam is arranged on the inner side of a fender pile, a fertilizer groove is reserved, the subsequent construction of side wall waterproofing and the construction of backfilling the fertilizer groove are difficult, the backfilling compactness of the fertilizer groove is poor, a water-rich space is formed, and the influence on a station is large; secondly, the connection integrity between the concrete waist beam or the steel waist beam and the fender post is poor; thirdly, the connection integrity between the concrete waist beam or the steel waist beam and the fender post is poor; and fourthly, in the conventional method, the steel strand at the anchor head is exposed, so that the side wall is easy to be damaged in a waterproof manner, and the waterproof effect of the whole package is affected.
Disclosure of Invention
The utility model aims to overcome the defect that a fertilizer groove is required to be reserved in connection arrangement of an anchor rope waist beam adopted in the prior art, and provides an assembled anchor rope steel waist beam connecting device.
The utility model solves the technical problems by the following technical scheme:
the utility model provides an assembled anchor rope steel waist rail connecting device, assembled anchor rope steel waist rail connecting device includes waist rail part, a plurality of pre-buried steel sheet and a plurality of fender post, the waist rail part has a plurality of installation breach, a plurality of the installation breach interval set up in on the waist rail part, and a plurality of installation breach, a plurality of pre-buried steel sheet and a plurality of fender post one-to-one, pre-buried steel sheet set up in the installation breach and with the waist rail part is connected, fender post connect in pre-buried steel sheet and surround and be formed with accommodation space.
In this scheme, set up the waist rail part in the assembled steel waist rail connecting device, pre-buried steel sheet and fender post and the three mutually support and the one-to-one sets up, the installation breach in the waist rail part can be for the space of pre-buried steel sheet reservation joint, pre-buried steel sheet locks in the waist rail part through the joint so with the mutually support of waist rail part, the both ends joint of pre-buried steel sheet forms a complete structure on the fender post simultaneously, ensure the joint strength between the three, and because enclose between pre-buried steel sheet and the fender post and close and be formed with the accommodation space, can solve the connection setting of anchor rope waist rail among the prior art and set up concrete waist rail or steel waist rail needs to reserve fertile groove and lead to follow-up construction side wall waterproof and fertile groove backfill construction difficulty, fertile groove backfill compactness difference becomes rich water space, influence great defect to the station.
Preferably, the assembled anchor cable steel waist beam connecting device comprises a plurality of anchor devices and a plurality of anchor cables, wherein the waist beam component is provided with a plurality of first perforations, a plurality of mounting notches and a plurality of first perforations are arranged on the waist beam component at intervals in a crossing manner, a plurality of anchor cables, a plurality of anchor devices and a plurality of first perforations are in one-to-one correspondence, the anchor devices are attached to the outer wall surface of the waist beam component, and the anchor cables penetrate through the first perforations and are connected with the anchor devices.
In this scheme, the ground tackle, anchor rope and a plurality of first perforation mutually support, first, the ground tackle is used for fixing a position and locking anchor rope, first perforation that sets up simultaneously on the waist rail part provides the condition for stretching into of anchor rope, the anchor rope can stretch into in the ground tackle along first perforation, stabilize through the ground tackle simultaneously, improve the stability and the intensity of bulk connection, improve on-the-spot operation's efficiency and security, and on the basis of the stable operation that the ground tackle provided, the anchor rope can directly stretch-draw and need not to wait, set up the concrete waist rail in the prior art and need wait for the concrete to reach behind the design strength and can stretch-draw the anchor rope and lead to the longer defect of time limit for a project.
Preferably, a supporting steel plate component is arranged between the anchor and the outer wall surface of the waist beam component in a cushioning mode.
In this scheme, the support connection steel sheet has enlarged the area of atress contact, and after waiting that the anchor rope passes through the ground tackle locking, can disperse the power to the support connection steel sheet when the stretch-draw, avoid the ground tackle to bear the power overload and cause the damage.
Preferably, the waist beam component comprises two I-beams, a front end connecting steel plate and a rear end connecting steel plate, wherein the two I-beams are arranged at intervals up and down, the rear end connecting steel plate is close to the fender post, the front end connecting steel plate is far away from the fender post, and two ends of the I-beams are respectively connected with the front end connecting steel plate and the rear end connecting steel plate.
In this scheme, two I-steel, front end connection steel sheet and rear end connection steel sheet are through connecting gradually, and two I-steel interval sets up from top to bottom, under the support of I-steel, and overall structure has stronger rigidity and stability.
Preferably, the front end connecting steel plate and the rear end connecting steel plate are correspondingly provided with the first perforation.
In this scheme, first perforation is offered respectively to front end connection steel sheet and rear end connection steel sheet, and can select to offer first perforation's position as required, for stretching into and the connection of anchor rope provide the precondition, be convenient for stabilize the anchor rope, improve installation effectiveness.
Preferably, the waist rail member includes a stiffener connected to the i-beam, the front end connection steel plate and/or the rear end connection steel plate.
In this scheme, the setting of stiffening rib can guarantee the stable in structure and the dispersion I-steel of waist rail part receives the power, improves the stability of waist rail part, strengthens the rigidity of waist rail part, guarantees the reliability of connection.
Preferably, the embedded steel plate comprises an arc steel plate and a plurality of anchor bars, and the arc steel plate is arranged in the mounting notch and is connected with the waist beam component;
a plurality of second perforations are formed in the arc-shaped steel plate, one end of each anchor bar is connected to each second perforation, and the other end of each anchor bar extends into the accommodating space.
In this scheme, through set up a plurality of second perforation on the arc steel sheet, provide the environment of connection for a plurality of anchor bars, finally realize that a plurality of anchor bars connect on the arc steel sheet firmly and stretch into in the accommodation space.
Preferably, the assembled anchor cable steel waist beam connecting device further comprises a concrete spraying layer and a backfill layer, wherein the concrete spraying layer is attached to the outer wall surface of the front end connecting steel plate and extends in the same direction with the front end connecting steel plate, and is used for covering and shielding the anchor cable and the ground tackle, and the backfill layer is attached to the rear end connecting steel plate and propped against a plurality of embedded steel plates.
In this scheme, spout concrete layer and backfill layer and set up respectively and cover in the both ends of waist rail part, spout the concrete layer and can cover anchor rope and ground tackle, solve the anchor head department steel strand wires of anchor rope that exists among the conventional practice and expose, easily cause the waterproof damage of side wall, influence the defect of full package water-proof effects.
On the basis of conforming to the common knowledge in the field, the above preferred conditions can be arbitrarily combined to obtain the preferred examples of the utility model.
The utility model has the positive progress effects that: according to the utility model, the waist beam component, the embedded steel plate and the fender post are arranged in the assembled steel waist beam connecting device, the waist beam component, the embedded steel plate and the fender post are mutually matched and are arranged in a one-to-one correspondence manner, the installation notch in the waist beam component can reserve a clamping space for the embedded steel plate, the embedded steel plate is locked on the waist beam component through clamping so as to be convenient for being mutually matched with the waist beam component, meanwhile, the two ends of the embedded steel plate are clamped on the fender post to form a complete structure, the connection strength between the waist beam component, the embedded steel plate and the fender post is ensured, and because the embedded steel plate and the fender post are surrounded to form a containing space, the defects that in the prior art, the connection of the anchor cable waist beam is arranged on the inner side of the fender post, the concrete waist beam or the steel waist beam needs to be reserved, the subsequent construction of side wall is difficult to be filled with the fertilizer groove, and the backfilling compactness difference of the fertilizer groove becomes a water-rich space, and the influence on a station is large can be overcome.
Drawings
Fig. 1 is a top view of an assembled anchor cable steel wale connection device according to an embodiment of the present utility model.
Fig. 2 is a cross-sectional view of an assembled cable steel wale connection device according to an embodiment of the present utility model.
Fig. 3 is a top view of a wale component according to an embodiment of the present utility model.
Fig. 4 is a side view of a wale component of an embodiment of the present utility model.
Fig. 5 is a schematic connection diagram of a wale component and a pre-buried steel plate according to an embodiment of the present utility model.
Fig. 6 is a schematic structural view of an arc-shaped steel plate according to an embodiment of the present utility model.
Reference numerals illustrate:
waist rail part 1
I-steel 101
Front end connection steel plate 102
Rear end connection steel plate 103
First perforation 104
Stiffening rib 105
Pre-buried steel plate 2
Arc-shaped steel plate 201
Anchor bar 202
Anchor 3
Anchor rope 4
Guard post 5
Backfill layer 6
Spray concrete layer 7
Supporting steel plate assembly 8
Mounting notch 9
Detailed Description
The utility model will now be more fully described by way of example only and with reference to the accompanying drawings, but the utility model is not thereby limited to the scope of the examples described.
As shown in fig. 1, the utility model discloses an assembled anchor cable steel waist beam connecting device, which comprises a waist beam component 1, a plurality of embedded steel plates 2 and a plurality of fender posts 5, wherein the waist beam component 1 is provided with a plurality of mounting notches 9, the mounting notches 9 are arranged on the waist beam component 1 at intervals, the mounting notches 9, the embedded steel plates 2 and the fender posts 5 are in one-to-one correspondence, the embedded steel plates 2 are arranged in the mounting notches 9 and are connected with the waist beam component 1, and the fender posts 5 are connected with the embedded steel plates 2 and surround to form a containing space. The assembled steel waist beam connecting device is characterized in that waist beam components 1, embedded steel plates 2 and fender posts 5 are arranged in the assembled steel waist beam connecting device in a mutually matched mode and are arranged in a one-to-one correspondence mode, a mounting notch 9 in the waist beam components 1 can reserve a clamping space for the embedded steel plates 2, the embedded steel plates 2 are locked on the waist beam components 1 through clamping so as to be mutually matched with the waist beam components 1, meanwhile, two ends of the embedded steel plates 2 are clamped on the fender posts 5 to form a complete structure, connection strength among the three is guaranteed, and because the embedded steel plates 2 and the fender posts 5 are surrounded to form a containing space, the problems that a concrete waist beam or a steel waist beam needs to be reserved in the inner side of the fender posts 5 to lead to subsequent construction of side wall water-proof and fertilizer groove backfilling construction difficulty, and the density difference of the fertilizer groove becomes a water-rich space, and the influence of a station is large are solved.
Specifically, the assembled anchor cable steel waist beam connecting device provided by the utility model is convenient to install; the overall rigidity is high; the arrangement of a fertilizer groove is effectively avoided; the anchor cable 4 waist beam connecting node is effectively connected and high in applicability, can be used for anchor cable 4 waist beam connecting nodes of pile anchor systems in subways, railways, municipal administration, underground spaces and civil foundation pits, and is good in popularization.
Specifically, as shown in fig. 1, 3, 4 and 5, the wale component 1 and the pre-buried steel plate 2 are welded, and the weld seam is arranged along the contact surface of the flanges and webs of the outer side working surfaces of the two i-beams 101 and the pre-buried steel plate 2 and the contact surface of the front end connecting steel plate 102 and the pre-buried steel plate 2, h f The height of the welding seam is H f According to calculation, the thickness, the size, the component selection and the like of the steel plate of each component which is not smaller than 8mm in structure can be adjusted according to the specific engineering condition and the site condition, and the steel plate is required to comprise all size ranges meeting the engineering requirement.
As shown in fig. 2 and 4, the assembled anchor cable steel wale connection device includes a plurality of anchor devices 3 and a plurality of anchor cables 4, the wale member 1 has a plurality of first perforations 104, a plurality of installation notches 9 and a plurality of first perforations 104 are arranged on the wale member 1 at intersecting intervals, the plurality of anchor cables 4, the plurality of anchor devices 3 and the plurality of first perforations 104 are in one-to-one correspondence, the anchor devices 3 are attached to the outer wall surface of the wale member 1, and the anchor cables 4 pass through the first perforations 104 and are connected with the anchor devices 3. The anchorage device 3, the anchor rope 4 and a plurality of first perforation 104 mutually support, firstly, the anchorage device 3 is used for locating and locking the anchor rope 4, first perforation 104 that sets up on the waist rail part 1 simultaneously provides the condition for stretching into of anchor rope 4, anchor rope 4 can stretch into along first perforation 104 in the anchorage device 3, stabilize through the anchorage device 3 simultaneously, improve the stability and the intensity of integral connection, improve on-the-spot operation's efficiency and security, and on the basis of the stable operation that the anchorage device 3 provided, anchor rope 4 can directly stretch-draw and need not wait, set up concrete waist rail in the prior art and need wait for the concrete to reach the defect that the tensile anchor rope 4 of design intensity rear leads to the time limit for a project longer.
In particular, the cable bolt 4 should include all ranges that meet the load-bearing capacity and meet the engineering requirements.
A supporting steel plate component 8 is arranged between the anchor 3 and the outer wall surface of the waist beam component 1. The support connection steel plate enlarges the stressed contact area, and after the anchor cable 4 is locked by the anchor device 3, the force can be dispersed to the support connection steel plate during tensioning, so that the damage caused by the overload of the force born by the anchor device 3 is avoided.
The waist beam part 1 comprises two I-beams 101, a front end connecting steel plate 102 and a rear end connecting steel plate 103, wherein the two I-beams 101 are arranged at intervals up and down, the rear end connecting steel plate 103 is close to the fender post 5, the front end connecting steel plate 102 is far away from the fender post 5, and two ends of the two I-beams 101 are respectively connected with the front end connecting steel plate 102 and the rear end connecting steel plate 103. The two I-beams 101, the front end connecting steel plate 102 and the rear end connecting steel plate 103 are sequentially connected, the two I-beams 101 are arranged at intervals up and down, and the overall structure has stronger rigidity and stability under the support of the I-beams 101.
Specifically, as shown in fig. 3 and fig. 4, in the embodiment of the present utility model, the number of i-beams 101 is two, the model is selected to be determined according to the stress calculation, the recommended model is not less than the tool 20a, the radius of the installation notch is equal to the outer diameter of the embedded steel plate 2, the length dimension (in this embodiment, b1 is the length of the front end connecting steel plate 102 and b2 is the length of the rear end connecting steel plate 103) of the i-beams 101 is determined according to the specific setting condition of the site, the center distance of the two i-beams 101 is determined according to the angle set by the anchor cable 4, and the like, and the recommended model is not less than 350mm; the front end connection steel plate 102 is a rectangular steel plate, the thickness of the front end connection steel plate 102 is not less than 16mm, and the height h2=h1 of the front end connection steel plate 102 (h 1 is the outer contour height of the wale component 1) -2h f Length b3=b1+2h of front end connection steel plate 102 f ，h f Is the height of the welding seam; the rear end connecting steel plate 103 is also rectangular steel plate with the thickness not less than 16mm, the height of the rear end connecting steel plate 103 is equal to that of the front end connecting steel plate 102, and the length b4=b2-2 h of the rear end connecting steel plate 103 f ，h f Is the height of the welding seam; the front end connecting steel plate 102 and the rear end connecting steel plate 103 are respectively provided with a first oneThe perforation 104 has a pore diameter of 50mm and the position is determined according to the angle of the anchor cable 4; the stiffening ribs 105 are arranged between the two I-steel 101, the thickness is not less than 14mm, the stiffening ribs are symmetrically arranged along the two sides of the central line of the anchor cable 4, and the spacing is not less than 300mm and not more than the clear distance of the fender post 5; the front end connecting steel plate 102, the rear end connecting steel plate 103 and the upper and lower ends of the I-steel 101 are welded by fillet welding, and the welding height h f The stiffening rib 105 and the I-steel 101 are welded by double-sided fillet weld with the height h of the weld not smaller than 10mm f And the thickness is not less than 8mm, so that the connection strength is ensured.
As shown in fig. 4, the front end connection steel plate 102 and the rear end connection steel plate 103 are provided with first through holes 104. The front end connecting steel plate 102 and the rear end connecting steel plate 103 are respectively provided with the first perforation 104, the positions of the first perforation 104 can be selected according to the needs, the front condition is provided for the extension and connection of the anchor cable 4, the anchor cable 4 is convenient to stabilize, and the installation efficiency is improved.
As shown in fig. 4, the wale component 1 includes a stiffener 105, and the stiffener 105 is connected to the i-beam 101, the front end connection steel plate 102, and/or the rear end connection steel plate 103. The stiffening rib 105 can ensure the structural stability of the waist rail component 1 and disperse the force born by the I-steel 101, improve the stability of the waist rail component 1, strengthen the rigidity of the waist rail component 1 and ensure the reliability of connection.
As shown in fig. 1, 3, 5 and 6, the pre-buried steel plate 2 comprises an arc-shaped steel plate 201 and a plurality of anchor bars, and the arc-shaped steel plate 201 is arranged in the mounting notch 9 and is connected with the waist rail component 1; the arc-shaped steel plate 201 is provided with a plurality of second perforations, one end of each anchor bar is connected with the second perforation, and the other end of each anchor bar extends into the accommodating space. Through set up a plurality of second perforation on arc steel sheet 201, provide the environment of connection for a plurality of anchor bars, finally realize a plurality of anchor bars firm connection on arc steel sheet 201 and stretch into in the accommodation space.
Specifically, as shown in fig. 5 and 6, in the embodiment of the present utility model, the thickness of the arc-shaped steel plate 201 is not less than 18mm, concentric with the fender post 5, and is disposed close to the outer side of the reinforcement cage of the fender post 5, the angle of the arc line is not less than 150 °, the height h3=h1+2x50 mm of the arc-shaped steel plate 201, and enough welding construction space between the waist beam component 1 and the pre-buried steel plate 2 is reserved; the diameter of the anchor bar is not less than phi 18, the length is not less than 200mm, the anchor bar is radially arranged along the fender post 5, the circumferential spacing is not more than 200mm, and the vertical row spacing is not more than 200mm.
As shown in fig. 1, the fabricated anchor cable steel waist beam connecting device further comprises a concrete spraying layer 7 and a backfill layer 6, wherein the concrete spraying layer 7 is attached to the outer wall surface of the front end connecting steel plate 102 and extends in the same direction as the front end connecting steel plate 102, and is used for covering and shielding the anchor cable 4 and the ground tackle 3, and the backfill layer 6 is attached to the rear end connecting steel plate 103 and abuts against the plurality of embedded steel plates 2. The concrete spraying layer 7 and the backfill layer 6 are respectively arranged and cover the two ends of the waist beam part 1, the concrete spraying layer 7 can cover the anchor cable 4 and the anchorage device 3, and the defect that the steel twisted line at the anchor head of the anchor cable 4 is exposed, the side wall is easy to be damaged in waterproof and the full-package waterproof effect is affected in the conventional practice is overcome.
As shown in fig. 1, specifically, the backfill layer 6 has a thickness of not less than 50mm and a vertical height of not less than h1; the thickness of the sprayed concrete layer 7 effectively covers the anchor head of the anchor cable 4, and the thickness of the sprayed concrete layer comprises all structures and size ranges meeting engineering requirements.
The utility model also discloses a construction method of the assembled anchor cable steel waist beam connecting device, which is used for manufacturing the assembled anchor cable steel waist beam connecting device and comprises the following steps: s1, connecting anchor bars with an arc-shaped steel plate 201 through second perforations to form embedded steel plates 2, and correspondingly placing a plurality of embedded steel plates 2 in a plurality of mounting notches 9; s2, assembling and fixing the embedded steel plate 2 and a reinforcement cage of the fender post 5 according to the vertical setting elevation of the anchor cable 4; s3, determining the arc tangent planes of two ends of the I-steel 101 and the length dimensions of the front end connecting steel plate 102 and the rear end connecting steel plate 103 according to the outer diameter of the embedded steel plate 2, sequentially welding, correspondingly welding the stiffening ribs 105 with the front end connecting steel plate 102 and the rear end connecting steel plate 103, and respectively welding the front end connecting steel plate 102 and the rear end connecting steel plate 103 with the I-steel 101; s4, determining the positions of the first through holes 104 on the front end connecting steel plate 102 and the rear end connecting steel plate 103 and cutting holes. By adopting the construction method to connect the components sequentially, the condition of site construction is fully considered, the operation flow can be simplified, unnecessary procedures are reduced, the components are stabilized, and the structural integrity is improved.
The construction method further comprises the following steps: s5, arranging a backfill layer 6 along one side of the rear end connecting steel plate 103, which is close to the fender post 5, and extending and propping against the plurality of embedded steel plates 2; s6, enabling the anchor cable 4 to pass through the first perforation 104, installing the anchor 3 and the supporting steel plate assembly 8, welding the anchor cable 4 with the front end connecting steel plate 102, and locking the anchor cable 4; and S7, arranging a concrete spraying layer 7 along one side of the front end connecting steel plate 102 far away from the fender post 5, and covering the waist beam part 1 and the anchorage device 3. On the basis of the preface construction method, the anchor cable 4 is further connected, a backfill layer 6 and a concrete spraying layer 7 are arranged, and a round of period of integral construction is finished.
As shown in fig. 1 and 5, specifically, in the embodiment of the utility model, a reinforcement cage is bound on the periphery of a fender post 5, an embedded steel plate 2 welded with anchor bars is connected with the reinforcement cage into a whole according to the central line elevation of each anchor rope 4 when the reinforcement cage of the fender post 5 is bound, the reinforcement cage is lowered and concrete is poured, a foundation pit is excavated to the position where the anchor ropes 4 are arranged, a protection layer at the embedded steel plate 2 is chiseled, soil bodies between piles are excavated in a cutting way, a fine stone concrete backfill layer 6 between piles is applied, the anchor ropes 4 are drilled after the design strength is achieved, steel strands are installed and grouting is carried out after the drilling is finished, a waist beam part 1 and the embedded steel plate 2 are welded and connected, an arc-shaped steel plate 201 is welded and locked, and finally a net hanging and concrete spraying layer 7 between piles forms effective packages for the anchor heads, so that the anchor ropes 4 form effective support for the foundation pit and the anchor heads of the anchor ropes 4 can be effectively avoided, and the side wall waterproof coiled materials are damaged.
While specific embodiments of the utility model have been described above, it will be appreciated by those skilled in the art that this is by way of example only, and the scope of the utility model is defined by the appended claims. Various changes and modifications to these embodiments may be made by those skilled in the art without departing from the principles and spirit of the utility model, but such changes and modifications fall within the scope of the utility model.
Claims (8)
1. The utility model provides an assembled anchor rope steel waist rail connecting device, its characterized in that, assembled anchor rope steel waist rail connecting device includes waist rail part, a plurality of pre-buried steel sheet and a plurality of fender post, the waist rail part has a plurality of installation breach, a plurality of the installation breach interval set up in on the waist rail part, and a plurality of installation breach, a plurality of pre-buried steel sheet and a plurality of fender post one-to-one, pre-buried steel sheet set up in the installation breach and with the waist rail part is connected, the fender post connect in pre-buried steel sheet and surround and be formed with accommodation space.
2. The fabricated anchor cable steel wale connection device of claim 1, wherein said fabricated anchor cable steel wale connection device comprises a plurality of anchors and a plurality of anchor cables, said wale member has a plurality of first perforations, a plurality of said mounting notches and a plurality of said first perforations are disposed on said wale member at intersecting intervals, a plurality of said anchor cables, a plurality of said anchors and a plurality of said first perforations are in one-to-one correspondence, said anchor cables are disposed on an outer wall surface of said wale member in a bonded manner, and said anchor cables pass through said first perforations and are connected to said anchor cables.
3. The fabricated anchor cable steel wale connection device of claim 2, wherein a back up steel plate assembly is interposed between the anchor and the outer wall surface of the wale member.
4. The fabricated anchor cable steel wale connection device of claim 2, wherein the wale component comprises two i-beams, a front end connection steel plate and a rear end connection steel plate, the two i-beams are arranged at an upper and lower interval, the rear end connection steel plate is close to the fender post, the front end connection steel plate is far away from the fender post, and two ends of the two i-beams are respectively connected with the front end connection steel plate and the rear end connection steel plate.
5. The fabricated anchor cable steel wale connection device of claim 4, wherein said front end connection steel plate and said rear end connection steel plate are correspondingly provided with said first perforations.
6. The fabricated anchor cable steel wale connection device of claim 4, wherein said wale component includes stiffening ribs connected to said i-beam, said front end connection plate and/or said rear end connection plate.
7. The fabricated anchor cable steel wale connection device of claim 1, wherein said pre-buried steel plate comprises an arcuate steel plate and a plurality of anchor bars, said arcuate steel plate being disposed within said mounting gap and connected to said wale member;
a plurality of second perforations are formed in the arc-shaped steel plate, one end of each anchor bar is connected to each second perforation, and the other end of each anchor bar extends into the accommodating space.
8. The fabricated anchor cable steel wale connection device of claim 5, further comprising a concrete spraying layer and a backfill layer, wherein the concrete spraying layer is attached to the outer wall surface of the front end connection steel plate and extends in the same direction as the front end connection steel plate, and is used for covering and shielding the anchor cable and the ground tackle, and the backfill layer is attached to the rear end connection steel plate and abuts against a plurality of the embedded steel plates.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320864164.3U CN219364603U (en) | 2023-04-18 | 2023-04-18 | Assembled anchor rope steel waist beam connecting device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202320864164.3U CN219364603U (en) | 2023-04-18 | 2023-04-18 | Assembled anchor rope steel waist beam connecting device |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN219364603U true CN219364603U (en) | 2023-07-18 |
Family
ID=87138559
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202320864164.3U Active CN219364603U (en) | 2023-04-18 | 2023-04-18 | Assembled anchor rope steel waist beam connecting device |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN219364603U (en) |
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2023
- 2023-04-18 CN CN202320864164.3U patent/CN219364603U/en active Active
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