CN210369074U - Integral steel structural framework ballast weight pile carrier - Google Patents

Abstract

The utility model discloses an integral steel structure frame ballast weight carrier, which comprises steel beams and steel structure columns, wherein the steel beams are composed of longitudinal beams and transverse beams which are crossed vertically and horizontally in the horizontal direction, and the steel beams which are crossed horizontally are connected into a beam net structure in one or more layers in the horizontal direction; the steel structure column is a vertical column with a large section, a steel plate or a structural plate at the bottom end of the steel structure column is sealed, reinforced and directly installed on a static load foundation, and the upper end of the steel structure column is sealed or opened to form a column net in the vertical direction; establish the steel construction node that one deck or multilayer and girder steel are connected on the steel construction post and be the bracket, the bracket is used for linking to each other with the intercrossed girder steel of horizontal direction, makes the intercrossed girder steel of horizontal direction form the netted girder steel structure of one deck horizontal direction inside and outside piling the carrier to the carrier that piles of founding integral steel structural framework realizes the super large tonnage and piles and carry.

Description

Integral steel structural framework ballast weight pile carrier

Technical Field

The utility model relates to a ballast weight heap carries device that vertical resistance to compression static load test ballast weight counter-force used when civil engineering foundation bearing capacity detects.

Background

At present, the pressure-weight reaction force of the vertical compression-resistant static load test mainly comes from 1, anchor-pulling piles and anchor rods; 2. manually stacking; 3. the self-friction resistance of the test pile (self-balancing load box) is utilized. However, due to the limitation of site conditions, anchor-pulled piles or anchor rods cannot be constructed, and self-balancing load boxes are also limited in use due to the fact that the friction resistance of pile bodies is far smaller than that of end bearing force and the like. The artificial ground weight heaping load is basically not influenced by site conditions, the self frictional resistance of the pile body and the end bearing force proportion, is widely adopted in a vertical compression-resistant static load test, and the weight heaping load is mainly explained below.

The weight stack loading method can adapt to various conditions, and has the widest adaptability and the most use. In order to greatly reduce the stacking cost, the weight counterforce device rarely considers the prefabricated metal materials and the prefabricated concrete blocks with large transportation quantity, more considers the existing materials of a construction site such as soil, sand, stone or water, and the reinforcing steel bars on the site can also be used for weight stacking.

The main problem of the existing weight stack loading is that all stack carriers are discrete bodies stacked by weight, and the weight stack loading is characterized in that: 1. the heaps and the objects are not effectively connected, the heaps are not high, and even if the heaps are high, the stability is poor, the heaps are unsafe and cannot be detected. 2. Because of its safety, the weight of the pile is not reduced. 3. The upper stack presses against the lower stack, which is subjected to the enormous weight from the upper stack, and the ability of the lower stack to withstand the pressure is highly required. 4. If the lower piled objects are soil, gravel, rock block or water tank (bag), the risk is increased because the piled objects need to move transversely when the piled objects are high. If the metal material or the concrete prefabricated member is piled, the large tonnage can be realized, and the detection of the heavy load piling and the loading of the domestic large-tonnage (more than 1000 tons) foundation pile are basically implemented by the two kinds of piling and loading materials. However, the metal material or the concrete prefabricated member has the great defects that the transportation amount is too large, reciprocating transportation is performed, a large-tonnage vehicle is basically used in transportation, the transportation vehicle is greatly damaged due to full-load transportation, great burden and even damage are caused to roads and bridges, the hoisting workload is also great, and the transportation cost and the hoisting cost are very high. The transportation in the construction site has high requirements on the construction access road, and the time and labor are wasted for reinforcing the construction access road.

The water tank is piled and is carried the transportation volume that can significantly reduce and hoist and mount work load, nevertheless piles and carry the height high inadequately, and the water tank is pressed down to the water tank above that in addition, and the water tank bearing requires highly below, must increase the bearing support in the water tank, and the water tank cost also correspondingly improves, and the biggest cost of bottommost layer water tank bearing is higher, the structure is more complicated. In order to reduce the cost of the water tank, the water tank needs to be manufactured in a layered mode, but the water tank is inconvenient to stack after being layered, the stacking needs to be distinguished, and the water tank with low bearing requirement cannot be stacked to the bottom layer. Secondly, the length of the water tank is very long, the lateral pressure of water is quite unfavorable for the side wall of the water tank, the water tank is often required to be internally pulled for reinforcement, or the thickness of the water tank wall is thickened, and the implementable tonnage is not large, generally about 1000 tons.

The existing novel stacking method can only achieve the target of ten thousand ton stacking. The pier pressure is too large, and the steel-based platform main beam is inconvenient to install.

Therefore, there is a technical gap in the ballast weight heap carrier that involves the counter-force use of vertical resistance to compression static load test ballast weight during the detection of civil engineering foundation pile now. It is urgently needed to provide a safe, economical and fast stacking carrier capable of realizing large-tonnage stacking.

Disclosure of Invention

The utility model aims at providing a safe, economy, swift just can realize from tonnage to the vertical resistance to compression static load test ballast weight of ground basis for the civil engineering of large-tonnage from childhood and pile and carry device.

The utility model discloses in integral steel structural framework ballast weight piles carrier, hereinafter is referred to as steel structural formula and piles the carrier. The utility model discloses utilize the characteristics of steel structural framework building, adopt and pile the mode of carrying the mode completely different with the tradition and pile and carry, found integral steel structural framework's heap carrier, then carry out solid heavy filling or carry out the filling of liquid pressure heavy object behind the filling of liquid pressure heavy object or the installation liquid container again to realize super large tonnage and pile and carry.

The carrier is piled to steel construction formula includes girder steel and steel structural column, and wherein the girder steel is the steel roof beam of horizontal direction vertically and horizontally crossing, as shown in fig. 1-5, including longeron, crossbeam, the material of girder steel can be shaped steel, steel structural beam etc. and the steel structural column is the vertical stand of big cross-section, and bottom steel sheet or structural slab seal, consolidate, and direct mount is on the static load foundation to with static load basis effective connection, the upper end is sealed or opened, need rain-proof when opening. Establish the steel construction connected node that one deck or multilayer and crossbeam are connected on the steel construction post, the utility model discloses choose for use the bracket, on the bracket of equidirectional is in different elevations for link to each other with the intercrossing's of horizontal direction girder steel, nevertheless pile the outside bracket of carrier external surface and be in same elevation, make the intercrossing's of horizontal direction girder steel in piling the carrier and form a netted girder construction outward, joint department also uses bolted connection. Obviously, all the joints can be welded, but the welding is inconvenient to remove. The structure of the joint of the steel beam and the steel upright post is required to be reinforced vertically and horizontally.

Alternatively, as shown in fig. 4-6, the steel structural columns are one or two, and are combined with one, two or more layers of steel beams or steel structural horizontal plates at will. As shown in fig. 3, the steel structural columns may be combined into one group of two, and the two groups constitute an integral structure. In fig. 5-6, a combination main beam and running gear may be mounted below the stack carrier. As shown in fig. 1 and 3, a pad beam and a detection jack are arranged at the lower part of the combined main beam. When the steel structure column is two, the two steel structure columns are installed through the steel structure trapezoid cross beam.

Alternatively, as shown in fig. 6, the corbels can be at the same elevation if the stress surfaces of the cross beams are flush.

Alternatively, if the load carrier is small, the perimeter beams may be replaced by flexible material such as steel cables or the like and tightened with intermediate tension to enhance its integrity.

The bracket at the lowest layer is positioned above the beam at the lowest layer, namely the bracket is inverted, and other brackets are positioned below or above the corresponding beams.

Furthermore, the utility model provides a bracket indicates a structural atress component, also can establish to wear the post crossbeam. In addition, the clamping groove or the through hole arranged on the upright post can also realize the function of a bracket, but the installation and the disassembly are not convenient when in use. At the bracket joint, the cross beam and the upright post are reinforced by longitudinal and transverse structures.

Finally, a steel structure frame type stacking carrier consisting of beams and columns is formed. The steel structure breast board is arranged on the vertical surface of the frame, the steel structure bearing board is arranged on the horizontal surface, then the solid-liquid or liquid isobaric weight is filled in the stacking carrier, for example, the non-sealed space in the stacking carrier is filled with the solid weight, and the sealed space in the stacking carrier is filled with the liquid weight. Obviously, only the fixed piezos or only the liquid filler can be filled according to the requirement. The total volume of the sealed space and the non-sealed space in the stack carrier can be adjusted at will by changing the number of the upright posts and the distance between the upright posts.

It should be noted that the distance between the pillars around the test point cannot be adjusted and changed arbitrarily, and the pillar being too close to the test point will affect the test data.

Furthermore, the cross section shape of the upright column can be changed at the bracket, such as the upper section is larger, and the lower section is smaller, so that the mounting connection of the steel beam can be realized.

Further, when the pile carrier needs to be heightened, the steel structure column is preferably heightened by welding. And when the pile carrier needs to be lengthened and widened, the steel beam is welded to achieve the purpose of lengthening.

Furthermore, an interval is reserved between every two adjacent steel structure columns, and installation convenience of installation personnel is guaranteed.

Furthermore, the steel beams which are horizontally crossed can be connected with one layer or a plurality of layers.

Further, in order to strengthen the whole structure, the outer surface or the inner part of the stack carrier can be supported by a 'scissors' steel structure. The scissors support is a support structure form in a building, namely a vertical left and right inclined support.

Furthermore, a rain-proof shed is arranged on the uppermost surface of the pile carrier. Preventing the weight of the stack carrier from being changed after rainwater enters.

Furthermore, when the pile carrier is higher, a wind-resistant steel rope is added to increase the wind-resistant capability of the pile carrier, and a lightning protection facility is arranged.

Furthermore, the integral structure of the pile carrier under various pile loads needs to be specially designed according to various stress conditions of the pile carrier.

Furthermore, the bottom end of the steel structure column is closed, and an inspection manhole and a liquid inlet and outlet channel are reserved on the upper side wall of the steel structure column. And the steel structure post upper end can seal or not open, need have rain-proof measure when opening.

Furthermore, a certain distance is reserved between the bottom end of the steel structure column and the test point, which is close to the periphery of the test point, so that the influence of the bottom surface pressure of the steel structure column on the test point is reduced as much as possible. The intermediate beam is thus a combination of a wide beam or a plate beam.

Utilize specifically the utility model discloses an integral steel structural framework ballast weight carrier carries out static test's method includes following step: a. determining the plane position of a static load test point, processing a static load test foundation or foundation by taking the static load test point as a center, and processing the static load test foundation or foundation to be flat and horizontal so that the bearing capacity of the foundation or foundation can meet the weight of the pile carrier;

b. the ground beam is arranged on the static load test foundation or foundation, the ground beam can be accurately leveled, and the upper steel beam and the bracket of the steel structure column can be conveniently arranged and connected; uniformly hanging the steel structure columns on the ground beam, and simultaneously mounting the steel beams which are connected with the brackets; reserving a certain distance around the test point as a vertical space for supporting the ground by the non-steel structural column and installing the jack;

c. a space is reserved between two adjacent steel structure columns, so that installation personnel can conveniently install and connect the steel beams and the steel structure columns; 2 access holes are respectively formed in the steel beams on the opposite sides of the lowermost layer, so that detection personnel can conveniently enter the access holes;

d. after the steel beam and the steel structure column are installed, a steel structure scissor support is installed on the outer surface;

e. uniformly filling the inner space of the steel structure pile carrier by using a ballast until the pile loading amount meeting the standard requirement is met;

f. installing detection equipment such as a detection jack and the like and detecting according to the standard requirement;

g. removing the weight in the stack carrier, and moving the stack carrier to the next point integrally;

h. repeating the f-g process until the test of each static load point of the whole static load test project is completed;

i. and removing the stack carrier to be put in storage or entering the next detection item.

And, in the step a, when the static load test ground is processed, the connecting piece is pre-buried.

Compared with the prior art, for example, the inventor's prior applications CN107217693A, CN 107975077a, CN208251191U, CN 208251180U, CN 208251181U have the following characteristics:

1. the utility model discloses a carrier is piled to steel construction pile is the integral steel construction pile carrier that a post and roof beam constitute, and its direct mount is on the static load ground basis, rather than on the present pile platform of carrying. Therefore, when the foundation is a concrete foundation or a steel structure plate foundation or a steel pile, the bearing capacity of the foundation is large and the foundation can be effectively connected with the stacking carrier. In addition, because the bearing capacity of the foundation is large, the stacking carrier and the static load foundation are connected into a whole, the horizontal wind resistance of the stacking carrier is large, the stacking carrier can be built to be high, even a skyscraper, and static load stacking of an ultra-large tonnage or an infinite tonnage is completed.

2. When the ballast is filled, the vertical force is mainly borne by the column bottom bearing and the static load test foundation or foundation. The contact surface between the column bottom of the upright column of the steel structure reactor carrier and the static load test ground is large, and the stress of the foundation or the foundation is uniform. And the pile carrier can be directly arranged on the static load foundation and can also be effectively connected when needed, such as bolted connection or welding, so that the pile carrier and the static load foundation are integrated. In addition, it should be noted that the connectors are pre-embedded in the concrete foundation.

3. This carrier is piled to steel construction wholeness is good, the sound construction, has one deck or multilayer horizontal direction to move about freely and quickly crisscross steel construction roof beam in piling the carrier, the outer network structure that has formed the steel construction roof beam that can use the detection jack directly to rise the top on piling the central girder steel of the lower floor of carrier during static load test to main beam, secondary beam and the buttress of current static load have been saved, the static load test that only piles the carrier is realized. Meanwhile, the steel structure stacking carrier is an integral steel structure, and a walking device can be installed below or on the side surface of the stacking carrier. The walking devices are conventional general walking devices and all comprise complete walking functional systems such as a walking mechanism, a power system, a control system and the like, such as a hydraulic walking device, a crawler walking device, an automobile wheel type walking device, a steel cylinder rolling walking device and the like. Furthermore, the utility model discloses a steel construction is piled the carrier and also can with the utility model discloses people's other mobile device realizes transport, removal, location together.

It can be seen that, the utility model discloses a steel construction heap carrier makes large-tonnage static load test convenient implementation, and small-tonnage static load test is more simplified. And simultaneously, the utility model discloses a structure safety and stability of steel construction heap carrier, can not influence the structural style of piling the carrier because of filling of ballast. Only the height of the center of gravity of the stack carrier will be increased. The piling mode that the static load piling carrier is piled by a weight or a packaging body thereof or is simply pulled, clamped, connected and bound inside is thoroughly changed.

The layered stacking is realized: the steel structure stacking carrier is divided into a plurality of layers in the vertical direction by the multi-layer criss-cross beams and the steel structure bottom plate, which is equivalent to the floors of a building, and the height of each layer of solid stacking carrier stacking is limited, the height is small, and the stability is good. In addition, the layered stacking realizes that the upper laminated weight cannot extrude the lower laminated weight, so that the laminated weight packaging body which cannot bear pressure can also realize the layered stacking. If the water bag can not bear external pressure, only be used for the pre-compaction of road and bridge at present, the utility model discloses a every layer of installation water bag of heap carrier can realize piling up the heavy heap of high pressure layer upon layer of water bag and carry.

In view of the fact that the static load test is rarely carried out on piles with the bearing capacity of over thousand tons and the judgment is carried out through the drill cores at present, important engineering projects are simultaneously demonstrated by experts in the aspect of foundation foundations instead of carrying out bearing capacity detection on foundation piles. The reasons are that the heaping is difficult or impossible at all due to the weight, the detection safety is too poor, and the detection cost is too high. Therefore, adopt the utility model discloses a steel construction is piled carrier and is solved above problem to can popularize and apply comprehensively, still can practice thrift static test cost more than 60%, and energy-concerving and environment-protective. In addition, the steel structure stacking carrier is directly installed on the ground and can be connected with the foundation into a whole, and the steel structure stacking carrier is safe and reliable. The static load capacity requirement of each tonnage can be conveniently met, and a non-volatile state that the capacity cannot be increased can not occur. The stacking capacity of any tonnage can be met.

In conclusion, by adopting the steel structure frame stacking carrier, the actual bearing capacity of the existing large foundation pile can be tested in a static load test, and a reliable design basis is provided for design, so that the current common method, namely core drilling and expert argumentation, is replaced, the safety, the science, the economy and the reasonability of a large foundation pile project are ensured, and meanwhile, the general tonnage weight stacking is simpler, safer and lower in cost.

Drawings

Fig. 1 is a front view of a typical integral steel structural frame ballast weight stack carrier of the present invention.

Fig. 2 is a top view of fig. 1.

Figure 3 is the utility model discloses a steel construction post is grouped integral steel structural framework and is pressed heavy heap carrier front view.

Fig. 4, fig. 5, and fig. 6 are respectively views of the two steel structure columns of the present invention.

Fig. 7 is a view of the steel structure column stacking carrier of the present invention.

Figure 8 is the utility model discloses a girder steel form and bracket elevation map of crossing.

Fig. 9 is a column diagram of the steel structure of the present invention.

Fig. 10 is a diagram of several deformation conditions of the middle corbel and other steel structure connection node forms.

Fig. 11 is a view of a ladder-shaped beam according to the present invention.

In the figure: 1. the device comprises a cross beam, 2, longitudinal beams, 3, steel structure columns, 4, a combined main beam, 5, a walking device, 6, a steel structure trapezoidal cross beam, 7, a static load test foundation or foundation, 8, brackets, 81, outer side brackets, 9, a ground beam, 10, a steel structure horizontal plate, 11, an access hole, 12, a pad beam, 13, a detection jack, 14, a non-sealed space, 15 and a sealed space.

Detailed Description

In order to make the objects, technical solutions and advantages of the present invention more clearly understood, the present invention is further described in detail below with reference to the accompanying drawings and embodiments. It should be understood that the specific embodiments described herein are merely illustrative of the invention and are not intended to limit the invention.

The utility model discloses utilize the characteristics of the building of steel construction, adopt and pile the mode that carries the mode completely different with the tradition and pile and carry, the heap carrier of the integral steel construction of structure to realize that super large tonnage piles and carries.

The utility model discloses a structure of integral steel structural framework ballast weight carrier as follows:

as shown in fig. 1-2, the steel beam comprises steel beams and steel structure columns 3, wherein the steel beams are composed of horizontal criss-cross beams 1 and longitudinal beams 2, and the horizontal criss-cross steel beams are connected with one layer or a plurality of layers. Wherein, as shown in fig. 11, the top and bottom beams 1 and the longitudinal beams 2 can be made into ladder-shaped beams to increase the installation speed.

As shown in fig. 9, the steel structure column 3 is a vertical column with a large cross section, a steel plate or a structural plate at the bottom end of the column is sealed, reinforced and directly installed on a static load foundation, and the upper end of the column is sealed or opened; one or more layers of steel structure nodes connected with the steel beams, namely corbels 8 are arranged on the steel structure columns 3, the corbels in different directions are located at different elevations, the corbels are used for being connected with the steel beams in the horizontal direction in an intersecting manner, the outer side corbels 81 on the outer surface of the stacking carrier are located at the same elevation, the steel beams in the horizontal direction in the intersecting manner form a layer of horizontal direction net-shaped steel beam structure inside and outside the stacking carrier, and joints of the steel beams are also connected through bolts; wherein, the bracket at the lowest layer is an inverted bracket which is arranged above the beam at the lowest layer, and other brackets are arranged below the corresponding beams.

As shown in fig. 4 to 6, the steel structural columns 3 are one or two and are combined with one, two or more layers of steel beams or steel structural horizontal plates 10 at will. As shown in fig. 3, the steel structural column 3 may also be composed of two steel members in one group, and the two groups constitute an integral structure. In fig. 5-6, a combined main beam 4 and a walking device 5 can be installed at the lower part of the stacking carrier. As shown in fig. 1 and 3, a pad beam 12 and a detection jack 13 are installed at the lower part of the combined main beam 4. When the number of the steel structure columns 3 is two, the two steel structure columns 3 are installed through the steel structure trapezoid cross beam 6.

Furthermore, a space is reserved between every two adjacent steel structure columns, and installation of connecting beams and columns is facilitated for installation personnel.

As shown in fig. 1 and 3, the bottom and the side wall of the steel-structured column are left with inspection holes 11 and liquid inlet and outlet passages. In that

Furthermore, the steel structure column at the periphery adjacent to the test point is properly kept at a certain distance from the test point so as to reduce the influence of the pressure at the bottom of the column on the detection data of the test point.

Further, a non-sealed space in the stacking carrier is filled with a solid weight, and a sealed space in the stacking carrier is filled with a liquid weight; wherein the total amount of the non-sealed space 14 and the sealed space 15 can be adjusted at will by changing the number of the steel structure columns, and the non-sealed space 14 can be filled with liquid after being installed with a liquid container.

Furthermore, the steel beam is made of profile steel or a steel structure beam; as shown in fig. 8, when the stress surfaces of the cross beams are level, the corbels are arranged at the same elevation.

Furthermore, as can be seen from fig. 1 and 3-4, the stack carrier realizes layered stacking, the upper layer of stack does not extrude the lower layer of stack, the solid stack carrier is more stable, and high-pressure heavy stacking of non-pressure-bearing heavy object packages such as water bags is realized.

And, utilize the utility model discloses a method that integral steel structural framework ballast weight carrier carries out static load test includes following step:

a. determining the plane position of a static load test point, processing a static load test ground 7 by taking the static load test point as a center, and processing the static load test foundation or foundation 7 to be flat and horizontal so that the bearing capacity of the foundation or foundation can meet the weight of the pile carrier;

b. the ground beam 9 is installed on the static load test ground, the ground beam can be accurately leveled, and the upper steel beam and the bracket of the steel structure column can be conveniently installed and connected; uniformly hanging the steel structure columns 3 on the ground beam, and simultaneously installing the steel beams which are connected with the brackets; reserving a certain distance around the test point as a vertical space for supporting the ground of the non-steel structural column and installing the detection jack 13;

c. a space is reserved between two adjacent steel structure columns, so that installation personnel can conveniently install and connect the steel beam and the steel structure column 3; 2 access holes 11 are respectively formed in the steel beams on the opposite sides of the lowermost layer so as to facilitate the entering of detection personnel;

d. after the steel beam and the steel structure column 3 are installed, a steel structure scissor support is installed on the outer surface;

e. uniformly filling the inner space of the steel structure pile carrier by using a ballast until the pile loading amount meeting the standard requirement is met;

f. installing detection equipment such as a detection jack 13 and the like and detecting according to the standard requirement;

g. removing the weight in the stack carrier, and moving the stack carrier to the next point integrally;

h. repeating the f-g process until the test of each static load point of the whole static load test project is completed;

i. and removing the stack carrier to be put in storage or entering the next detection item.

Further, in the step a, when a static test foundation or foundation is processed, a connecting piece is pre-buried, and the ground beam 9 can be selected to be of a steel structure or a reinforced concrete structure.

The foregoing is illustrative of the present invention and is not to be construed as limiting thereof in any way. Although the present invention has been described with reference to the preferred embodiments, it is not intended to limit the present invention. The technical solution of the present invention can be used by anyone skilled in the art to which the present invention pertains, making many possible variations and modifications, or modifying equivalent embodiments, without departing from the scope of the technical solution of the present invention. Therefore, any simple modification, equivalent change and modification made to the above embodiments by the technical entity of the present invention all still fall within the protection scope of the technical solution of the present invention, where the technical entity does not depart from the content of the technical solution of the present invention.

Claims (10)

1. The integral steel structure frame ballast weight stacking carrier is characterized by comprising steel beams and steel structure columns, wherein the steel beams are composed of longitudinal beams and transverse beams which are crossed in the horizontal direction in a longitudinal and transverse mode, and the steel beams which are crossed in the horizontal direction are connected into one or more layers of beam net structures in the horizontal direction; the steel structure column is a vertical column with a large section, a steel plate or a structural plate at the bottom end of the steel structure column is sealed, reinforced and directly installed on a static load foundation, and the upper end of the steel structure column is sealed or opened to form a column net in the vertical direction; establish the steel construction node that one deck or multilayer and girder steel are connected on the steel construction post and be the bracket, the bracket is used for linking to each other with the intercrossing girder steel of horizontal direction, makes the intercrossing girder steel of horizontal direction form the netted girder steel structure of one deck horizontal direction inside and outside piling the carrier.

2. The monolithic steel structural frame ballast weight stack carrier of claim 1, wherein the corbels in different directions are at different elevations, the corbels on the outer side of the outer surface of the stack carrier are at the same elevation, and wherein the corbel on the lowest layer is an inverted corbel which is arranged above the beam on the lowest layer.

3. The integral steel structure frame ballast weight stack carrier of claim 1, wherein a space is left between two adjacent steel structure columns, so that installation personnel can conveniently install the connecting beams and the connecting columns; and an inspection inlet hole and a liquid inlet and outlet channel are reserved on the side wall of the steel structure column bottom.

4. The carrier of claim 1 wherein the top and bottom beams and stringers are ladder shaped to speed up installation.

5. The integral steel structure frame ballast weight stack carrier of claim 1, wherein the steel structure columns are one or two or more and are combined with one, two or more layers of steel beams or steel structure horizontal plates at will.

6. The carrier of any one of claims 1 or 5, wherein the steel columns are constructed in two groups, two groups forming a unitary structure.

7. The carrier of any one of claims 1 to 5, wherein the steel structural columns at the periphery adjacent to the test point are properly spaced from the test point to reduce the pressure at the bottom of the columns from affecting the test point detection data.

8. The integral steel structural frame ballast weight stack carrier of any one of claims 1 to 5, wherein the unsealed space in the stack carrier is filled with a solid ballast weight and the sealed space in the stack carrier is filled with a liquid ballast weight; wherein the total amount of the non-sealed space and the sealed space can be adjusted at will by changing the number of the upright posts, and the non-sealed space can be filled with liquid after being provided with the liquid container.

9. The integral steel structure frame ballast weight stack carrier of any one of claims 1 to 5, wherein the steel beams are made of section steel; when the stress surfaces of the cross beams are level, the brackets are arranged at the same elevation.

10. The integral steel structural frame ballast weight stack carrier of any one of claims 1 to 5, wherein the stack carrier realizes layered stack loading, the upper layer stack loading does not press the lower layer stack loading, the solid stack carrier is more stable, and large high pressure stack loading of the unpressurized ballast weight package is realized.

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