CN210459276U - Supporting and blocking mounting structure of beam-slab equipment foundation beam - Google Patents
Supporting and blocking mounting structure of beam-slab equipment foundation beam Download PDFInfo
- Publication number
- CN210459276U CN210459276U CN201920783780.XU CN201920783780U CN210459276U CN 210459276 U CN210459276 U CN 210459276U CN 201920783780 U CN201920783780 U CN 201920783780U CN 210459276 U CN210459276 U CN 210459276U
- Authority
- CN
- China
- Prior art keywords
- beam baffle
- branch
- along
- baffle
- reducing section
- 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
Images
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
The utility model discloses a fender mounting structure of beam slab equipment foundation beam, location muscle on bed course and bed course, be provided with the beam baffle on the bed course, the medial surface butt of beam baffle is on location muscle, just be provided with many reinforcing bar ribs that extend along beam baffle length direction along vertical direction interval on the medial surface of beam baffle, just be provided with the multiunit bracing mounting along beam baffle length direction interval on the medial surface of beam baffle, every group bracing mounting includes along the reinforcing bar mounting of vertical direction interval setting in every reinforcing bar rib below, the reinforcing bar rib passes through the reinforcing bar mounting to be fixed on the beam baffle, the reinforcing bar mounting passes the beam baffle, the lateral surface of beam baffle is provided with anchor assembly, anchor assembly and every group bracing are connected with the stay cord between the mounting. The utility model discloses simple structure, installation easy operation is convenient, has improved the stability that supports the roof beam baffle, and then has improved the construction quality of foundation beam.
Description
Technical Field
The utility model relates to a building field, concretely relates to fender mounting structure of beam slab formula equipment foundation beam.
Background
With the development of industrial buildings, the types of equipment foundations are gradually increased, the structural forms are complicated, and the equipment foundations are gradually enlarged. Therefore, the construction technology and the method for innovating the equipment foundation have great significance for ensuring the engineering construction quality, shortening the construction period, accelerating the construction progress, saving materials, reducing the labor consumption and reducing the construction cost. In the construction of plant foundations, beam slab reinforced concrete cast-in-place structures are usually adopted, and for such equipment foundations, a 'brick bed mould' forming method is usually adopted for construction, namely when beam slab structure equipment foundation beams are constructed, earth and stone supports on the side faces of foundation pits are mainly built by aerated concrete brick blocks (or shale brick blocks are adopted for replacement), so that a large amount of block materials and mortar for building are consumed, and meanwhile, more manpower is required to be invested for building construction. Finally, after masonry on the side surface of the groove is built, the masonry mortar needs a long maintenance period to reach a certain strength, so that subsequent construction procedures cannot be continuously performed. Therefore, more masonry materials and labor cost of masonry operation are needed, the construction cost is high, the construction period is long due to the influence of the maintenance time of masonry mortar.
In order to solve the problem, the inventor invents a plate type supporting and blocking structure, namely, positioning ribs are implanted into a cushion layer at intervals along the length direction of the cushion layer, a beam baffle plate is arranged on the cushion layer along the length direction of the cushion layer, the inner side surface of the beam baffle plate abuts against the positioning ribs, and the beam baffle plate is supported through the positioning ribs. However, when the house subsoil is backfilled, the supporting effect is poor, and the beam baffle is often displaced, so that the construction quality of the foundation beam is affected.
SUMMERY OF THE UTILITY MODEL
To the not enough of above-mentioned prior art, the utility model aims to solve the technical problem that: how to provide a beam slab equipment foundation beam's that support stability is good, can improve foundation beam construction quality fender mounting structure.
In order to solve the technical problem, the utility model discloses a following technical scheme:
a supporting and retaining installation structure of a beam-slab equipment foundation beam comprises a cushion layer and positioning ribs implanted on the cushion layer at intervals along the length direction of the cushion layer, wherein a beam baffle plate is arranged on the cushion layer along the length direction, the inner side surface of the beam baffle plate is abutted to the positioning ribs, a plurality of reinforcing ribs extending along the length direction of the beam baffle plate are arranged on the inner side surface of the beam baffle plate at intervals along the length direction of the beam baffle plate, a plurality of groups of pulling and supporting fixing parts are arranged on the inner side surface of the beam baffle plate at intervals along the length direction of the beam baffle plate, each group of pulling and supporting fixing parts comprises reinforcing steel fixing parts arranged below each reinforcing steel rib at intervals along the vertical direction, each reinforcing steel fixing part comprises a supporting part used for supporting the reinforcing steel rib at the position, one end of each supporting part penetrates through the beam baffle plate, and a limiting part which is abutted to one side, far, the outside of beam baffle is to being provided with the reinforcing bar rib and drawing and propping the device, the reinforcing bar rib draws and props the device including being arranged in fixing the anchor assembly in the soil body, anchor assembly and every group draw and prop all to be provided with the stay cord between the mounting, the stay cord includes the main rope and connects on anchor assembly, the other end of main rope is connected with rather than correspond the branch rope that every supporting part is connected in drawing and propping the mounting, branch rope rather than correspond the supporting part and stretch out the part in the beam baffle outside and be connected, anchor assembly supports in order to be able to pass through the stay cord to beam baffle in the beam.
The utility model discloses in, anchor assembly fixes in the soil body in the beam baffle outside, it is spacing to set up the reinforcing bar rib on beam baffle's the medial surface and support the reinforcing bar rib through the multiunit bracing mounting, last every group bracing mounting correspondence is connected with anchor assembly through the stay cord and is supported, like this when the regional backfill soil of room heart, beam baffle not only receives the support that blocks of location muscle, still receive the support that pulls that comes from the stay cord in addition, the stability that supports beam baffle has been improved, and then the construction quality of foundation beam has been improved.
As the optimization, the supporting part just is located the one end tip of beam baffle lateral surface is formed with the regulation pole along outside protruding, the cover is equipped with branch sliding sleeve and branch sliding sleeve on the regulation pole can be followed regulation pole length direction rather than sliding fit, set up the screw thread perforation along its radial direction on the branch sliding sleeve, screw thread perforation department threaded connection has locking screw, locking screw fixes branch sliding sleeve locking on adjusting the pole with can the butt on adjusting the pole, locking screw keeps away from the one end of adjusting the pole and stretches out in branch sliding sleeve and its tip and set up the perforation along its radial direction, locking screw stretches out the one end that is provided with branch ring in branch sliding sleeve, the ring body of branch ring is worn too to perforate so that branch ring connects on locking screw, the one end fixedly connected with couple that branch rope and supporting part are connected just articulates on branch ring through the couple.
Preferably, the anchoring piece is fixedly connected with a hanging ring, and one end of the main rope, which is far away from the branch rope, penetrates through the hanging ring and is fixedly connected with a part of the main rope, which does not penetrate through the hanging ring, through a connecting and fixing device so as to adjust the length of the main rope.
Preferably, the connecting and fixing device comprises a locking sleeve, the inner diameter of the locking sleeve is more than twice the diameter of the main rope, the main rope does not pass through the rope body of the hanging ring and the main rope passes through the rope body of the hanging ring and passes through the inner hole of the locking sleeve, the locking sleeve comprises a straight line section and a reducing section which are coaxially arranged, the outer diameter of the reducing section is gradually increased along the axial direction and the direction far away from the straight line section, an external thread extending from one end of the reducing section to the other end is arranged on the outer surface of the reducing section along the axial direction of the reducing section, a plurality of strip-shaped ports extending along the length direction of the reducing section are symmetrically arranged on the reducing section by taking the central line as a symmetry axis, the strip-shaped ports extend from one end of the reducing section to the other end of the reducing section, a locking nut capable of moving along the length direction of the straight line section is sleeved on the locking sleeve and can be matched, the reducing section can clamp the main rope passing through the inner hole of the reducing section.
As optimization, one end of the outer surface of the straight line section, which is far away from the reducing section, is in threaded connection with three limiting convex columns at uniform intervals along the circumferential direction of the outer surface of the straight line section, the limiting convex columns can limit the locking nut so as to prevent the locking nut from being separated from one end, which is far away from the reducing section, of the straight line section, and the shortest distance from the limiting convex columns to the reducing section is longer than the thickness of the locking nut.
To sum up, the beneficial effects of the utility model reside in that: the utility model discloses simple structure, installation easy operation is convenient, has improved the stability that supports the roof beam baffle, and then has improved the construction quality of foundation beam.
Drawings
In order to make the objects, technical solutions and advantages of the present invention clearer, the present invention will be described in further detail with reference to the accompanying drawings, in which:
fig. 1 is a side view of the present invention.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
As shown in fig. 1, the supporting and retaining structure of the beam-slab apparatus foundation beam in the present embodiment includes a cushion layer 1 and positioning ribs 2 implanted on the cushion layer 1 at intervals along a length direction of the cushion layer 1, a beam baffle 3 is disposed on the cushion layer 1 along the length direction of the cushion layer, an inner side surface of the beam baffle 3 abuts on the positioning ribs 2, a plurality of reinforcing ribs 4 extending along the length direction of the beam baffle 3 are disposed on the inner side surface of the beam baffle 3 at intervals along the length direction of the beam baffle 3, a plurality of groups of supporting fixtures are disposed on the inner side surface of the beam baffle 3 at intervals along the length direction of the beam baffle 3, each group of the supporting fixtures includes reinforcing steel fixtures 5 disposed below each reinforcing rib 4 at intervals along the vertical direction, each reinforcing steel fixture 5 includes a supporting portion for supporting the reinforcing rib 4 at a position, one end of the supporting portion penetrates through the beam baffle 3, and one side of the supporting portion and located on the reinforcing rib 4 protrudes upward to form an abutting on a side of Spacing portion of 3 directions of board, the outside of beam baffle 3 is provided with the reinforcing bar rib and draws and prop the device, the reinforcing bar rib draws and props the device including being arranged in fixing the anchor assembly 6 in the soil body, anchor assembly 6 all is provided with the stay cord with every group draws and props between the mounting, the stay cord includes main rope 7 and connects on anchor assembly 6, the other end of main rope 7 is connected with rather than corresponding and draws and props the branch rope 8 that every supporting part is connected in the mounting, branch rope 8 rather than corresponding the supporting part stretch out the part in the beam baffle 3 outside and be connected, anchor assembly 6 supports beam baffle 3 towards the inboard lateral shifting of beam baffle 3 with can pass through the stay cord.
In this embodiment, the supporting part just is located the one end tip of beam baffle lateral surface is formed with regulation pole 9 along outside arch, it can be followed regulation pole 9 length direction rather than sliding fit to overlap to be equipped with branch sliding sleeve 10 and branch sliding sleeve 10 on the regulation pole 9, it has seted up the screw perforation along its radial direction on the branch sliding sleeve 10, screw perforation department threaded connection has locking screw, locking screw fixes branch sliding sleeve 10 locking on adjusting pole 9 with can the butt, locking screw keeps away from the one end of adjusting the pole and stretches out in branch sliding sleeve 10 and its tip and offers the perforation along its radial direction, locking screw stretches out the one end that stretches out in branch sliding sleeve 10 and is provided with branch ring 11, the ring body of branch ring 11 passes in the perforation so that branch ring 11 connects on locking screw, the one end fixedly connected with couple that branch rope 8 is connected with the supporting part and articulates on branch ring 11 through the couple.
In this embodiment, a hanging ring 12 is fixedly connected to the anchoring member 6, and one end of the main rope 7, which is far away from the branch rope 8, penetrates through the hanging ring 12 and is fixedly connected with a part of the main rope, which does not penetrate through the hanging ring, through a connecting and fixing device so as to adjust the length of the main rope.
In this embodiment, the connecting and fixing device includes a locking sleeve 13, the inner diameter of the locking sleeve 13 is greater than twice the diameter of the main rope 7, the main rope 7 does not pass through the rope body of the hanging ring 12 and the main rope 7 passes through the rope body of the hanging ring 12 and passes through the inner hole of the locking sleeve 13, the locking sleeve 13 includes a straight line section and a reducer section which are coaxially arranged, the outer diameter of the reducer section is gradually increased along the axial direction and the direction far away from the straight line section, an external thread extending from one end to the other end is arranged on the outer surface of the reducer section along the axial direction, a plurality of strip-shaped openings extending along the length direction are symmetrically arranged on the reducer section by taking the central line thereof as the symmetry axis, the strip-shaped openings extend from one end of the reducer section to the other end, a locking nut 14 capable of moving along the length direction of the straight line section is sleeved on the locking sleeve 13, the locking nut 14 is capable of, when the locking nut 14 is screwed towards the large diameter end of the reducing section, the reducing section can clamp the main rope 7 passing through the inner hole of the reducing section.
In this specific embodiment, the one end of the diameter-variable section that just keeps away from on the surface of straightway has three spacing projection 15 along its even interval threaded connection of circumference, spacing projection 15 can be to lock nut 14 carry on spacingly in order to avoid lock nut 14 to keep away from straightway the diameter-variable section one end is deviate from, and spacing projection 15 to the shortest distance length of diameter-variable section is greater than lock nut 14's thickness.
In the specific implementation process, a layer of rubber pad is covered and bonded on the hole wall of the inner hole of the reducing section, and a plurality of rubber convex grains are formed on the surface of the rubber pad in a protruding mode so as to increase the friction force between the rubber pad and the pull rope and better fix the pull rope.
Finally, it is noted that the above-mentioned embodiments illustrate rather than limit the invention, and that, while the invention has been described with reference to preferred embodiments thereof, it will be understood by those skilled in the art that various changes in form and details may be made therein without departing from the spirit and scope of the invention as defined by the appended claims.
Claims (5)
1. The utility model provides a fender mounting structure of beam slab equipment foundation beam, includes the bed course and implants the location muscle on the bed course along bed course length direction interval, is provided with the roof beam baffle along its length direction on the bed course, and the medial surface butt of roof beam baffle is on location muscle, its characterized in that: the inner side surface of the beam baffle is provided with a plurality of reinforcing steel ribs extending along the length direction of the beam baffle at intervals along the vertical direction, the inner side surface of the beam baffle is provided with a plurality of groups of bracing fixing parts at intervals along the length direction of the beam baffle, each group of bracing fixing parts comprises reinforcing steel fixing parts arranged below each reinforcing steel rib at intervals along the vertical direction, each reinforcing steel fixing part comprises a supporting part for supporting the reinforcing steel rib at the position of the reinforcing steel rib, one end of each supporting part penetrates through the beam baffle, one side of each supporting part, which is positioned on the reinforcing steel rib, protrudes upwards to form a limiting part which is abutted against one side of each reinforcing steel rib, which is far away from the beam baffle, so as to limit the reinforcing steel rib towards the direction far away from the beam baffle, the outer side of the beam baffle is provided with a reinforcing steel rib bracing device, each reinforcing steel rib bracing device comprises an, the other end of the main rope is connected with a branch rope connected with each supporting part in the corresponding tension-bracing fixing piece, the branch rope is connected with the part, extending out of the outer side of the beam baffle, of the corresponding supporting part, and the anchoring piece supports the beam baffle towards the inner side of the beam baffle through the pull rope.
2. The support and stop mounting structure for the beam-slab equipment foundation beam according to claim 1, characterized in that: the supporting part just is located the one end tip of beam baffle lateral surface is formed with the regulation pole along outside arch, the cover is equipped with branch sliding sleeve and branch sliding sleeve on the regulation pole can be followed regulation pole length direction rather than sliding fit, set up the screw thread perforation along its radial direction on the branch sliding sleeve, screw thread perforation department threaded connection has locking screw, locking screw fixes branch sliding sleeve locking on adjusting the pole with can the butt, locking screw keeps away from the one end of adjusting the pole and stretches out in branch sliding sleeve and its tip and set up the perforation along its radial direction, locking screw stretches out the one end in branch sliding sleeve and is provided with branch ring, the ring body of branch ring is worn too to perforate so that branch ring connects on locking screw, the one end fixedly connected with couple that branch rope and supporting part are connected just articulates on branch ring through the couple.
3. The support and stop mounting structure for the beam-slab equipment foundation beam according to claim 1, characterized in that: the anchor piece is fixedly connected with a hanging ring, and one end of the main rope, which is far away from the branch rope, penetrates through the hanging ring and is fixedly connected with the part of the main rope, which does not penetrate through the hanging ring, through a connecting and fixing device so as to adjust the length of the main rope.
4. The support and stop mounting structure for a beam-slab equipment foundation beam according to claim 3, characterized in that: the connecting and fixing device comprises a locking sleeve, the inner diameter of the locking sleeve is more than twice of the diameter of the main rope, the main rope does not penetrate through the rope body of the hanging ring and the main rope penetrates through the rope body of the hanging ring and penetrates through an inner hole of the locking sleeve, the locking sleeve comprises a straight line section and a reducing section which are coaxially arranged, the outer diameter of the reducing section is gradually increased along the axial direction and the direction far away from the straight line section, an external thread extending from one end of the reducing section to the other end is arranged on the outer surface of the reducing section along the axial direction of the reducing section, a plurality of strip-shaped ports extending along the length direction of the reducing section are symmetrically arranged on the reducing section by taking the central line of the reducing section as a symmetric axis, the strip-shaped ports extend from one end of the reducing section to the other end of the reducing section, a locking nut capable of moving along the length direction of the straight line section is sleeved on the, the reducing section can clamp the main rope passing through the inner hole of the reducing section.
5. The support and stop mounting structure for the beam-slab equipment foundation beam according to claim 4, characterized in that: the outer surface of the straight line section and one end, far away from the reducing section, of the straight line section are in threaded connection with three limiting convex columns at uniform intervals along the circumferential direction of the straight line section, the limiting convex columns can limit the locking nut so as to prevent the locking nut from being separated from one end, far away from the reducing section, of the straight line section, and the shortest distance from the limiting convex columns to the reducing section is longer than the thickness of the locking nut.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920783780.XU CN210459276U (en) | 2019-05-28 | 2019-05-28 | Supporting and blocking mounting structure of beam-slab equipment foundation beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201920783780.XU CN210459276U (en) | 2019-05-28 | 2019-05-28 | Supporting and blocking mounting structure of beam-slab equipment foundation beam |
Publications (1)
Publication Number | Publication Date |
---|---|
CN210459276U true CN210459276U (en) | 2020-05-05 |
Family
ID=70439007
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201920783780.XU Active CN210459276U (en) | 2019-05-28 | 2019-05-28 | Supporting and blocking mounting structure of beam-slab equipment foundation beam |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN210459276U (en) |
-
2019
- 2019-05-28 CN CN201920783780.XU patent/CN210459276U/en active Active
Similar Documents
Publication | Publication Date | Title |
---|---|---|
RU83517U1 (en) | SOIL ANCHOR | |
CN111424658B (en) | Anchor rod construction device for constructional engineering | |
CN210459276U (en) | Supporting and blocking mounting structure of beam-slab equipment foundation beam | |
KR101237241B1 (en) | Set anchor apparatus for breast wall structure | |
CN105507573A (en) | Method for mounting external cantilever scaffolds made of shape steel | |
CN210459258U (en) | Traction device for supporting reinforcing rib for foundation beam baffle | |
CN111173548B (en) | Elastic spiral anchoring type roadway supporting method | |
CN211973514U (en) | Can have enough to meet need formula foundation ditch and trade and prop device | |
CN202164601U (en) | External thread type hollow grouting anchor rod made of composite materials and provided with wall holes | |
CN203113332U (en) | Anchor rod construction structure device after construction | |
CN214993898U (en) | Construction structure of double-pipe inclined strut supporting foundation pit | |
CN216516828U (en) | Triangular overhanging support base for slip form | |
CN213143141U (en) | Concrete floor jumps storehouse seam and uses instrument formula template fixing device | |
CN205024705U (en) | Composite wall side slope construction supporting device | |
CN205064492U (en) | Antiskid is taken off from fastener placed in middle chemical | |
CN211038690U (en) | Reinforced structure of small clear distance tunnel | |
CN114075871A (en) | Triangular overhanging support base for slip form | |
CN110144929B (en) | Supporting and blocking installation method for beam-slab equipment foundation beam | |
CN207700705U (en) | Muscle device is sent in a kind of beam bottom bar planting | |
CN209053106U (en) | Quick anchoring component and quick anchoring structure | |
CN113027487A (en) | Rich water tunnel tubular prestressing force concreties cementer | |
CN216739624U (en) | Tree root pile high pressure slip casting pipe drill way center point control ring frame | |
CN210318811U (en) | Sewer pipe fixing device for toilet | |
CN220352831U (en) | Post grouting auxiliary reinforcement cage under super-long empty pile working condition | |
CN221856739U (en) | Super large section tunnel supporting construction |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |